CN204781414U - Harmonious viscid mass damper - Google Patents

Harmonious viscid mass damper Download PDF

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Publication number
CN204781414U
CN204781414U CN201520494408.9U CN201520494408U CN204781414U CN 204781414 U CN204781414 U CN 204781414U CN 201520494408 U CN201520494408 U CN 201520494408U CN 204781414 U CN204781414 U CN 204781414U
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CN
China
Prior art keywords
tuning
urceolus
viscid
inner core
ball
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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 - Fee Related
Application number
CN201520494408.9U
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Chinese (zh)
Inventor
张瑞甫
李超
翁大根
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Tongji University
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Tongji University
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Priority to CN201520494408.9U priority Critical patent/CN204781414U/en
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Publication of CN204781414U publication Critical patent/CN204781414U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The utility model relates to a housing construction structure, bridge engineering structure energy dissipation's harmonious viscid quality damping device, this damping device includes: ball screw, rotating mass, ball nut, harmonious spring, urceolus, inner tube, viscid liquid, a harmonious spring protection section of thick bamboo, ball bearing and earrings. Wherein rotating mass, ball nut, inner tube are linked to be whole through the welding, the ball screw passes ball nut and inner tube right -hand member in proper order to pass through the screw thread mutual binding with the ball nut, fill viscid liquid between inner tube and the urceolus. The utility model discloses can exert the effect of harmonious mass damper and non -linear viscid attenuator simultaneously to viscid damping increase and quality increase, power consumption excellent performance have been produced through the ball screw.

Description

A kind of tuning viscid mass damper
Technical field
The utility model belongs to civil engineering structure energy-dissipating and shock-absorbing technical field, relates to a kind of tuning viscid mass damper.
Background technology
Traditional building construction oscillation damping method is that the cross section by strengthening component is resisted with increase arrangement of reinforcement, and consequently cross section is larger, and rigidity is larger, geological process is also larger, not only be difficult to ensure safety, also make the cost of engineering greatly improve, the introducing of vibration control technology solves this difficult problem.Energy-eliminating shock-absorbing technology, as a kind of passive structural vibration reduction control technology, had progressively been applied in building or structure in recent years.So-called energy-eliminating shock-absorbing technology, structurally add energy-eliminating shock-absorbing device, add the effects such as vibration absorber and the shared earthquake of structure own and wind shake, reduce the dynamic response of structure itself by the power consumption effect of additional vibration absorber, ensure that the functional requirements such as the safety of structure, comfortableness and normal usage.Chinese scholars has carried out large quantity research to energy dissipating damping technology, develops many energy-eliminating shock-absorbing devices, such as tuned mass damper (TMD), Tuned Liquid (TLD), fluid linking damper and frcition damper etc.These dampers also manifest some shortcomings part in actual use.Such as, most damper adopts single Energy Dissipation Mechanism; Quality needed for traditional tuned mass damper is too large, increases the weight of bearing burdens of building; The additional damping that Tuned Liquid provides is less; The heat that frcition damper produces is comparatively large, affect damper performance etc.Study and Development is based on hybrid energy dissipation mechanism and have the novel damping device of synergistic mechanism, reduces or avoids the adverse effect of traditional energy-eliminating shock-absorbing device, have important engineering realistic meaning.
Summary of the invention
The purpose of this utility model is, for civil engineering structure subtracts shock insulation (shaking), to provide the tuning viscid Tuned mass damper device that a kind of energy-dissipating property is excellent, solve the problems such as energy efficiency is low, tuning quality is excessive.
The tuning viscid Tuned mass damper device of the one that the utility model proposes, comprise ball screw, gyrating mass, ball nut, tuning spring, urceolus, inner core, viscose liquids, tuning spring protection cylinder and ball bearing, inner core is positioned in urceolus, and the gap location between inner core and urceolus fills viscose liquids; The outer wall of inner core is provided with gyrating mass, and ball nut inserts urceolus side, inner core side successively, makes ball nut and urceolus, inner core be linked to be entirety, make gyrating mass, ball nut and inner core angular velocity be consistent in rotary motion by welding; Ball screw successively through ball nut and inner core right-hand member, and is stuck by ball bearing and screw thread with ball nut; Urceolus opposite side stretches in tuning spring protection cylinder, and be provided with tuning spring between tuning spring protection cylinder inwall and outer drum outer wall, urceolus is connected by ball bearing with inner core, and tuning spring, ball bearing and ball screw are coaxially arranged.
In the utility model, converts linear motion can be rotary motion at a high speed by ball screw, driven rotary quality, ball nut and inner core High Rotation Speed.
In the utility model, the viscose liquids index of filling between inner core and urceolus get 0.1 ~ 1.0.
In the utility model, urceolus right-hand member with between ball nut by being with fluted connection, and good seal, the two is not connected as a single entity by welding.
In the utility model, urceolus opposite side stretches into the outer wall at tuning spring protection cylinder place and tuning spring protection cylinder inwall fits, and the relative changing of the relative positions can occur for the two.
In the utility model, respectively hold with ball screw on the left of tuning spring protection cylinder and respectively establish an earrings, for fixing damping unit.
The utility model is also achieved through the following technical solutions: described tuning viscid Tuned mass damper device, generally in parallel with agent structure by X-type, the support such as chevron shaped.
The utility model has the advantage of that described tuning viscid Tuned mass damper device adopts mixed energy dissipation mechanisms, concentrated the advantage of tuned mass damper (TMD) and fluid linking damper; By the drive of ball screw, gyrating mass and inner core can realize High Rotation Speed, thus tuning quality and viscid energy consumption effect are amplified; The utility model also has advantage compact, cheap for manufacturing cost and easy to use simple for structure.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the front view of the tuning viscid Tuned mass damper device shown in Fig. 1;
Fig. 3 is the right view of the tuning viscid Tuned mass damper device shown in Fig. 1;
Fig. 4 is the top view of the tuning viscid Tuned mass damper device shown in Fig. 1;
Drawing reference numeral: 1 ball screw, 2 gyrating masses, 3 ball nuts, 4 tuning springs, 5 urceolus, 6 inner cores, 7 viscose liquids, 8 tuning spring protection cylinders, 9 ball bearings, 10 earrings.
Detailed description of the invention
The tuning viscid Tuned mass damper device of 1 ~ 4 pair of the utility model enforcement is described with reference to the accompanying drawings.
As shown in Fig. 1 ~ 4, it is as a whole by being welded into that tuning viscid Tuned mass damper device comprises gyrating mass 2, ball nut 3 and inner core 6, and ball screw 1 passes the right-hand member of ball nut 3 and inner core 6 successively, and is stuck by screw thread with ball nut; Urceolus 5 right-hand member with between ball nut 3 by being with fluted connection and good seal, the two is not connected as a single entity by welding; Urceolus 5 left end is connected by ball bearing 9 with inner core 6 left end; Urceolus 5 left end is connected with tuning spring 4, makes damper can play the effect of tuned mass damper; Tuning spring 4 outer race has tuning spring protection cylinder 8; Tuning spring protection cylinder 8 right-hand member and urceolus 5 wall left end fit, and the relative changing of the relative positions can occur for the two.
Gyrating mass, in this damping unit, is consumed energy by tuning quality effect; Cavity between urceolus and inner core fills viscose liquids, and when inner cylinder rotating, viscose liquids is by shearing impedance power consumption.
When there is relative displacement at damping unit two ends, the relative urceolus of screw rod can produce linear movement and high speed rotary motion simultaneously, because ball screw is successively through the right-hand member of gyrating mass, ball nut and inner core, and be stuck by screw thread and ball bearing with ball nut, therefore screw rod can driven rotary quality and inner core High Rotation Speed.The High Rotation Speed of gyrating mass and inner core makes tuning quality consume energy respectively and viscid power consumption is able to obvious amplification.

Claims (6)

1. a tuning viscid Tuned mass damper device, comprise ball screw, gyrating mass, ball nut, tuning spring, urceolus, inner core, viscose liquids, tuning spring protection cylinder and ball bearing, it is characterized in that inner core is positioned in urceolus, the gap location between inner core and urceolus fills viscose liquids; The outer wall of inner core is provided with gyrating mass, and ball nut inserts urceolus side, inner core side successively, makes ball nut and urceolus, inner core be linked to be entirety, make gyrating mass, ball nut and inner core angular velocity be consistent in rotary motion by welding; Ball screw successively through ball nut and inner core right-hand member, and is stuck by ball bearing and screw thread with ball nut; Urceolus opposite side stretches in tuning spring protection cylinder, and be provided with tuning spring between tuning spring protection cylinder inwall and outer drum outer wall, urceolus is connected by ball bearing with inner core, and tuning spring, ball bearing and ball screw are coaxially arranged.
2. tuning viscid Tuned mass damper device according to claim 1, is characterized in that: converts linear motion can be rotary motion at a high speed by ball screw, driven rotary quality, ball nut and inner core High Rotation Speed.
3. tuning viscid Tuned mass damper device according to claim 1, is characterized in that: the viscose liquids index of filling between inner core and urceolus get 0.1 ~ 1.0.
4. tuning viscid Tuned mass damper device according to claim 1, is characterized in that: urceolus right-hand member with between ball nut by being with fluted connection, and good seal, the two is not connected as a single entity by welding.
5. tuning viscid Tuned mass damper device according to claim 1, is characterized in that: urceolus opposite side stretches into the outer wall at tuning spring protection cylinder place and tuning spring protection cylinder inwall fits, and the relative changing of the relative positions can occur for the two.
6. tuning viscid Tuned mass damper device according to claim 1, is characterized in that: respectively hold with ball screw on the left of tuning spring protection cylinder and respectively establish an earrings, for fixing damping unit.
CN201520494408.9U 2015-07-10 2015-07-10 Harmonious viscid mass damper Expired - Fee Related CN204781414U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520494408.9U CN204781414U (en) 2015-07-10 2015-07-10 Harmonious viscid mass damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520494408.9U CN204781414U (en) 2015-07-10 2015-07-10 Harmonious viscid mass damper

Publications (1)

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CN204781414U true CN204781414U (en) 2015-11-18

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155708A (en) * 2015-07-10 2015-12-16 同济大学 Tuned viscous mass damper
CN109681577A (en) * 2019-01-16 2019-04-26 广州大学 A kind of novel torsional damper device
CN115163723A (en) * 2022-08-11 2022-10-11 甘肃盛宏建筑工程有限责任公司 Magnetorheological variable damping vibration attenuation energy dissipation device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155708A (en) * 2015-07-10 2015-12-16 同济大学 Tuned viscous mass damper
CN109681577A (en) * 2019-01-16 2019-04-26 广州大学 A kind of novel torsional damper device
CN115163723A (en) * 2022-08-11 2022-10-11 甘肃盛宏建筑工程有限责任公司 Magnetorheological variable damping vibration attenuation energy dissipation device
CN115163723B (en) * 2022-08-11 2023-06-09 甘肃盛宏建筑工程有限责任公司 Magneto-rheological variable damping vibration attenuation energy consumption device

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C14 Grant of patent or utility model
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: 20151118

Termination date: 20160710