CN203626078U - Ultra-low frequency modulation quality damper - Google Patents

Ultra-low frequency modulation quality damper Download PDF

Info

Publication number
CN203626078U
CN203626078U CN201320832680.4U CN201320832680U CN203626078U CN 203626078 U CN203626078 U CN 203626078U CN 201320832680 U CN201320832680 U CN 201320832680U CN 203626078 U CN203626078 U CN 203626078U
Authority
CN
China
Prior art keywords
heavy ball
spring
ultra
low frequency
closed container
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
Application number
CN201320832680.4U
Other languages
Chinese (zh)
Inventor
禹见达
卢旭阳
邹树荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hunan University of Science and Technology
Original Assignee
Hunan University of Science and Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hunan University of Science and Technology filed Critical Hunan University of Science and Technology
Priority to CN201320832680.4U priority Critical patent/CN203626078U/en
Application granted granted Critical
Publication of CN203626078U publication Critical patent/CN203626078U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Vibration Prevention Devices (AREA)

Abstract

The utility model discloses an ultra-low frequency modulation quality damper. The ultra-low frequency modulation quality damper comprises a heavy ball and a spring, wherein the lower end of the heavy ball is connected with the spring; the heavy ball and the spring are arranged inside a closed container; the spring is fixed to the lower end of the closed container; the closed container is filled with oil. The heavy ball is a hollow metal ball, so that the apparent density of the heavy ball is slightly larger than the density of surrounding liquid media; the ratio of the apparent density of the heavy ball to the density of the oil can be adjusted, and therefore the ultra-low frequency modulation quality damper meeting the requirement for vibration damping of various ultra-low frequency structures can be obtained.

Description

A kind of ultralow frequency tuned mass damper, TMD
Technical field
The utility model relates to a kind of mass damper, is specifically related to a kind of ultralow frequency tuned mass damper, TMD.
Background technology
Very easily under wind action, low order occurring for the bridge of towering building and super-span significantly vibrates.In order to suppress the vibration of this class formation, a lot of super highrise buildings and Longspan Bridge design and installation huge tuned mass damper, TMD (being called for short TMD) carry out vibration damping.Because structural vibration frequency is low, cause the spring static(al) distortion of tuned mass damper, TMD large, therefore tuned mass damper, TMD must take a large amount of spaces, and along with the further reduction of structure frequency, the space that tuned mass damper, TMD takies will be larger.This large space takies and makes serious waste of resources, has improved vibration damping cost.
The intrinsic frequency of tuned mass damper, TMD is:
f = 1 2 π k m = 1 2 π g δ s - - - ( 1 )
Wherein k is spring rate, and m is heavy ball quality, and g is acceleration of gravity, δ sfor the static(al) distortion of spring under heavy ball Action of Gravity Field.Gained knowledge from structural dynamic: when the vibration frequency of structure is tuned mass damper, TMD intrinsic frequency while approaching, can realize the vibration damping to structure.For the structure of ULF vibration, for the intrinsic frequency that makes tuned mass damper, TMD meets the demands, its heavy ball quality is large, and spring rate is little, and the spring static(al) distortion that heavy ball causes is very large, need to occupy large quantity space.
Summary of the invention
In order to reduce costs, reduce taking of space, the utility model provides a kind of ultralow frequency tuned mass damper, TMD simple in structure.
The technical scheme that the utility model solves the problems of the technologies described above is: a kind of ultralow frequency tuned mass damper, TMD, comprise heavy ball, spring, described heavy ball lower end is connected with spring, and described heavy ball and spring is placed in closed container, spring is fixed on closed container lower end, in described closed container, fills oil.
Above-mentioned ultralow frequency tuned mass damper, TMD, described heavy ball is hollow.
Heavy ball is processed into hollow ball, spring and heavy ball are placed in to closed container, produce a common tuned mass damper, TMD.
Fill whole container with oil, oil, for heavy ball provides buoyancy and damping force, by changing the profile of heavy ball, can obtain the damping force size needing.
Reduce spring rate, increase heavy ball quality, can obtain the tuned mass damper, TMD with very low intrinsic frequency.Surrounding liquid medium add the intrinsic frequency that does not change displacement meter, as the apparent density ρ of heavy ball 1when=m/V is only bigger than the density of surrounding liquid medium, the distortion of spring static(al) will be very little, as long as the apparent density of heavy ball enough approaches with the density of enclosing liquid medium, just can obtain the tuned mass damper, TMD of ultralow intrinsic frequency, meet the vibration damping requirement to superlow frequency vibrating structure.
Compared with prior art, the beneficial effects of the utility model are:
(1) tuned mass damper, TMD that the utility model provides is simple in structure, can meet the vibration damping requirement to superlow frequency vibrating structure;
(2) heavy ball of the present utility model is hollow metal spheroid, and the apparent density that can realize weight is more bigger than the density of surrounding liquid medium;
(3) apparent density of heavy ball of the present utility model can be adjusted with the ratio of oily density, thereby can obtain the tuned mass damper, TMD that meets the requirement of various ultralow frequency structural vibration vibration damping;
(4) weight profile of the present utility model also can change according to actual conditions, to obtain the damping force size needing.
Accompanying drawing explanation
Fig. 1 is theory structure schematic diagram of the present utility model.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is described further.
As shown in Figure 1, the utility model comprises heavy ball 1, spring 2, and heavy ball 1 lower end is connected with spring 2, and heavy ball 1 and spring 2 are placed in closed container 3, and spring 2 is fixed on closed container 3 lower ends, fills oil 4 in closed container 3.Oil 4, for heavy ball 1 provides buoyancy and damping force, by changing the profile of heavy ball 1, can obtain the damping force size needing.Heavy ball 1 is hollow, by adjusting the size of the hollow ratio accounting for of heavy ball 1 and heavy ball 1, adjusts the ratio of apparent density with the density of oil 4 of heavy ball 1, thereby can obtain the tuned mass damper, TMD that meets the requirement of various ultralow frequency structural vibration vibration damping.

Claims (2)

1. a ultralow frequency tuned mass damper, TMD, comprises heavy ball, spring, and described heavy ball lower end is connected with spring, it is characterized in that: described heavy ball and spring is placed in closed container, and spring is fixed on closed container lower end, in described closed container, fills oil.
2. ultralow frequency tuned mass damper, TMD according to claim 1, is characterized in that: described heavy ball is hollow.
CN201320832680.4U 2013-12-17 2013-12-17 Ultra-low frequency modulation quality damper Expired - Fee Related CN203626078U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320832680.4U CN203626078U (en) 2013-12-17 2013-12-17 Ultra-low frequency modulation quality damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320832680.4U CN203626078U (en) 2013-12-17 2013-12-17 Ultra-low frequency modulation quality damper

Publications (1)

Publication Number Publication Date
CN203626078U true CN203626078U (en) 2014-06-04

Family

ID=50812569

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320832680.4U Expired - Fee Related CN203626078U (en) 2013-12-17 2013-12-17 Ultra-low frequency modulation quality damper

Country Status (1)

Country Link
CN (1) CN203626078U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018196276A1 (en) * 2017-04-26 2018-11-01 中铁大桥科学研究院有限公司 Ultralow frequency tuned liquid mass damper
CN109780131A (en) * 2019-03-12 2019-05-21 中南大学 A kind of isolation mounting
CN110373994A (en) * 2019-08-22 2019-10-25 重庆德新纪源科技有限公司 Assembled bridge pier with vibration-damping function

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018196276A1 (en) * 2017-04-26 2018-11-01 中铁大桥科学研究院有限公司 Ultralow frequency tuned liquid mass damper
US20190249740A1 (en) * 2017-04-26 2019-08-15 China Railway Bridge Science Research Institute, Ltd. Ultra-low frequency tuned liquid mass damper and design method of the same
US10634205B2 (en) * 2017-04-26 2020-04-28 China Railway Bridge Science Research Institute, L Ultra-low frequency tuned liquid mass damper and design method of the same
CN109780131A (en) * 2019-03-12 2019-05-21 中南大学 A kind of isolation mounting
CN110373994A (en) * 2019-08-22 2019-10-25 重庆德新纪源科技有限公司 Assembled bridge pier with vibration-damping function

Similar Documents

Publication Publication Date Title
CN202611007U (en) Vibration attenuation control device of suspension type tuned mass damper
CN103572857B (en) A kind of electromagnetism tuned mass damper and method for designing thereof
CN203626078U (en) Ultra-low frequency modulation quality damper
CN202954450U (en) Bidirectional horizontal adjustable damping control device
CN103306394B (en) A kind of mixed type two-way adjustable shock absorber
CN204510508U (en) U-shaped tubular container vibration absorber
CN211848861U (en) Novel liquid tuned mass damper
CN204174776U (en) A kind of piston cantilever impact type tuned mass damper, TMD
CN106545102A (en) Kickboard type Tuned Liquid
CN104674968A (en) Annular integral porous energy consumption tuned mass damper
CN203685128U (en) Composite wax-proof device for oil well
CN211312916U (en) Shear thickening fluid torsional damper with speed amplification effect
CN102444684B (en) Vibration absorber for cycloid type wind driven generator tower
CN203926580U (en) A kind of string assisting vehicle structure that possesses antivibration function
CN204784377U (en) Friction damping reducer
CN203239825U (en) Viscous fluid damper based on multi-hole throttling
CN105002996A (en) Serially connected viscosity mass damping device
CN201027893Y (en) Pressure limiting valve hydraulic damper
CN204781414U (en) Harmonious viscid mass damper
CN205153174U (en) Viscous damper
CN204004154U (en) A kind of shearing bitubular magneto-rheological vibration damper
CN208347406U (en) Floated bearing quality damper
CN103244598B (en) Viscous fluid damper based on porous throttling
CN104132091B (en) A kind of shearing bitubular magneto-rheological vibration damper
CN205259388U (en) Nonlinearity dynamic vibration absorber electromagnetism power consumption device

Legal Events

Date Code Title Description
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: 20140604

Termination date: 20161217