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

Ultra-low frequency modulation quality damper Download PDF

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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
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China
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heavy ball
spring
utility
model
ultra
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Expired - Fee Related
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CN201320832680.4U
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Chinese (zh)
Inventor
禹见达
卢旭阳
邹树荣
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Hunan University of Science and Technology
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Hunan University of Science and Technology
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Abstract

本实用新型公开了一种超低频调频质量阻尼器。包括重球、弹簧,重球下端与弹簧相连,重球和弹簧置于密闭容器内,弹簧固定在密闭容器下端,密闭容器内灌满油。本实用新型的重球为空心金属球体,能实现重锤的表观密度比周围液体介质的密度略大;本实用新型的重球的表观密度与油的密度之比可以调整,从而可获得满足各种超低频结构振动减振要求的调频质量阻尼器。

The utility model discloses an ultra-low frequency frequency modulation mass damper. It includes a heavy ball and a spring, the lower end of the heavy ball is connected with the spring, the heavy ball and the spring are placed in an airtight container, the spring is fixed at the lower end of the airtight container, and the airtight container is filled with oil. The heavy ball of the utility model is a hollow metal sphere, which can realize that the apparent density of the weight is slightly larger than the density of the surrounding liquid medium; the ratio of the apparent density of the heavy ball of the utility model to the density of the oil can be adjusted, thereby obtaining Frequency-modulated mass dampers that meet various ultra-low frequency structural vibration damping requirements.

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)

1.一种超低频调频质量阻尼器,包括重球、弹簧,所述重球下端与弹簧相连,其特征在于:所述重球和弹簧置于密闭容器内,弹簧固定在密闭容器下端,所述密闭容器内灌满油。1. A mass damper for ultra-low frequency frequency modulation, comprising a heavy ball and a spring, the lower end of the heavy ball is connected with the spring, and it is characterized in that: the heavy ball and the spring are placed in an airtight container, and the spring is fixed on the lower end of the airtight container, so Fill the airtight container with oil. 2.根据权利要求1所述的超低频调频质量阻尼器,其特征在于:所述重球是空心的。2. The ultra-low frequency FM mass damper according to claim 1, characterized in that: the 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)

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CN203626078U true CN203626078U (en) 2014-06-04

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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 vibration isolation device
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 vibration isolation device
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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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140604

Termination date: 20161217

CF01 Termination of patent right due to non-payment of annual fee