CN203626078U - Ultra-low frequency modulation quality damper - Google Patents
Ultra-low frequency modulation quality damper Download PDFInfo
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- 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
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- heavy ball
- spring
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- low frequency
- closed container
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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
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:
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.
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 |
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CN201320832680.4U CN203626078U (en) | 2013-12-17 | 2013-12-17 | Ultra-low frequency modulation quality damper |
Publications (1)
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CN203626078U true CN203626078U (en) | 2014-06-04 |
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CN201320832680.4U Expired - Fee Related CN203626078U (en) | 2013-12-17 | 2013-12-17 | Ultra-low frequency modulation quality damper |
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Cited By (3)
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 |
-
2013
- 2013-12-17 CN CN201320832680.4U patent/CN203626078U/en not_active Expired - Fee Related
Cited By (5)
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 |
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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 |