CN207332416U - A kind of multidimensional High Damping Performance device - Google Patents

A kind of multidimensional High Damping Performance device Download PDF

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Publication number
CN207332416U
CN207332416U CN201721342528.2U CN201721342528U CN207332416U CN 207332416 U CN207332416 U CN 207332416U CN 201721342528 U CN201721342528 U CN 201721342528U CN 207332416 U CN207332416 U CN 207332416U
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CN
China
Prior art keywords
damper
damping performance
performance device
high damping
spring
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.)
Withdrawn - After Issue
Application number
CN201721342528.2U
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Chinese (zh)
Inventor
刘铭劼
郭凡夫
韩庆华
芦燕
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Tianjin University
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Tianjin University
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Publication date
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Priority to CN201721342528.2U priority Critical patent/CN207332416U/en
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Publication of CN207332416U publication Critical patent/CN207332416U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of multidimensional High Damping Performance device, including damper, the damper both ends are hinged with ring flange, some dampers of annular array are put centered on the ring flange center of circle, the damper of diagonal brace is provided between two adjacent dampers, spring is all arranged with the damper of the damper and the diagonal brace, two of the spring is extended on the damper connecting bar.A stable structural system has been integrally formed in the utility model, has good rigidity, can bear multidimensional internal force caused by complex load.

Description

A kind of multidimensional High Damping Performance device
Technical field
It the utility model is related to and belong to vibration control technology field, be related to damper field, and in particular to a kind of multidimensional is high Performance damper, can be applied to the control of large span spatial structure multidimensional vibration reduction.
Background technology
With the raising increasingly with rapid changepl. never-ending changes and improvements and people's educational level of World Science technology, people put forward building span The requirement of higher is gone out, large-span space structure comes into being as the hot spot of structural engineering field, and is able on this basis Rapid development.Structural dynamic response of the large-span space structure under the effect such as earthquake, wind shake is strong.How structure dynamic is reduced Force-responsive, improving the antidetonation of structure, wind loading rating and combating a natural disaster performance becomes current urgent problem to be solved.Traditional antidetonation Method is to improve the rigidity of structure, by the energy dissipation capacity of structure itself to absorb wind shake, rain shakes, ambient vibration and geological process The energy Deng caused by, this can play the effect of certain reduction dynamic response under medium and small shake and the effect of non-high wind;But Under macroseism or high wind effect, the damage or destruction of structure division component will necessarily be caused, this is dangerous to a certain extent It is and unreasonable.Therefore, to overcome traditional anti-shock methods the defects of, structural vibration control technology are gradually risen, and damper exists It is widely used in the antidetonation vibration damping of modern civil engineering building.At present damper vibration damping device on the market be only capable of to The tension and compression effect in axial force-resisting direction, is simply possible to use in the antidetonation vibration damping of supporting member in structure, and be mainly used in high-rise and superelevation Layer building;It is different from the supporting member in high-rise, super-high building structure, the multidimensional in large-span space structure load action direction The multi-dimensional nature of property and structural internal force, causes structural elements to be generally under moment of flexure-axle power multidimensional internal force compound action, only has The damper of resistance axle power ability will can not achieve the oscillation damping and energy dissipating of complicated applied force status means, not be suitable for long-span space knot Structure.Current existing damper vibration damping device is difficult the vibration control requirement for meeting large-span space structure.
Utility model content
The purpose of the utility model is to overcome above-mentioned background technology there are the defects of, there is provided a kind of multidimensional High Damping Performance Device, makes it also to bear multidimensional internal force caused by Complicated Loads while high additional damping is provided, reaches to large span Space structure carries out the effect of multidimensional vibration reduction.
The technical solution of the utility model:A kind of multidimensional High Damping Performance device, including damper, the damper both ends hinge Ring flange is connected to, some dampers of annular array are put centered on the ring flange center of circle, in two adjacent resistances It is provided with the damper of diagonal brace between Buddhist nun's device, spring is all arranged with the damper of the damper and the diagonal brace, it is described Two of spring is extended on the damper connecting bar.
Two adjacent dampers and the damper composition Z-shaped of the diagonal brace between it.
The damper of the hinged diagonal brace between two adjacent dampers.
The damper number n is the even number of n >=4.
The spring is helical spring.
The damper is viscous damper.
The viscous damper is replaced by viscoelastic damper.
The viscous damper is replaced by the damper based on magnetostriction materials or shape memory alloy material.
Compared with prior art, the utility model has the advantage that:The utility model provides higher compared with conventional damper Additional damping;Spring can provide the damper composition Z of certain additional stiffness, adjacent two dampers and the diagonal brace between it Font, is integrally formed a stable structural system, so that damper has good rigidity, can bear Complicated Loads Caused multidimensional internal force;It is simple in structure, easy for construction, suitable for large-span space structure.
Brief description of the drawings
Fig. 1 is the schematic three dimensional views of the utility model;
Fig. 2 is the floor map (top view, bottom view are consistent with this figure) of the utility model;
Reference numeral:1st, ring flange;2nd, spring;3rd, damper;4th, the damper of diagonal brace;5th, connecting rod.
Embodiment
The utility model is further described below by specific embodiments and the drawings.The embodiment of the utility model It is to preferably make those skilled in the art more fully understand the utility model, does not make any limit to the utility model System.
As illustrated in fig. 1 and 2, a kind of multidimensional High Damping Performance device of the utility model, including damper 3, the damper 3 Number n is the even number of n >=4, and the number of the present embodiment damper 3 is 4, and the damper 3 is preferably viscous damper, described viscous Stagnant damper can be replaced by viscoelastic damper, also can be by the resistance based on magnetostriction materials or shape memory alloy material Buddhist nun's device is replaced, and it is several that the damper 3 is not limited to the above, can also be other kinds of damper;3 both ends of damper Ring flange 1 is hinged with, some dampers 3 of annular array are put centered on 1 center of circle of ring flange, in two adjacent institutes The damper 4 that diagonal brace is provided between damper 3 is stated, the present embodiment is between two adjacent dampers 3 using hinged Mode fixes the damper 4 of the diagonal brace, while the upper and lower end of the damper 4 of diagonal brace described in the present embodiment corresponds to diagonal brace respectively The lower end of the damper 3 of the upper end of one damper 3 side adjacent with its, adjacent two dampers 3 and its between The diagonal brace damper 4 form a Z-shaped, as shown in Fig. 13 number n of the present embodiment damper for 4 when, constitute 4 A Z-shaped structure.Spring 2 is all arranged with the damper 4 of the damper 3 and the diagonal brace, the spring 2 is preferably spiral Spring, helical spring are simple to manufacture, are widely used, and during applied to the present apparatus, are capable of providing on the premise of lighter weight higher Rigidity, spring 2 or ring spring can also be butterfly spring, two of the spring 2 extends to the damper 3 and connects On bar 5.
It should be appreciated that embodiment and example discussed herein simply to illustrate that, to those skilled in the art For, it can be improved or be converted, and all these modifications and variations should all belong to the appended claims for the utility model Protection domain.

Claims (8)

1. a kind of multidimensional High Damping Performance device, including damper, it is characterised in that the damper both ends are hinged with ring flange, Some dampers of annular array are put centered on the ring flange center of circle, are set between two adjacent dampers There is a damper of diagonal brace, be all arranged with spring on the damper of the damper and the diagonal brace, two of the spring is prolonged Reach on the damper connecting bar.
2. High Damping Performance device according to claim 1, it is characterised in that two adjacent dampers and its between The diagonal brace damper composition Z-shaped.
3. High Damping Performance device according to claim 1, it is characterised in that cut with scissors between two adjacent dampers Connect the damper of the diagonal brace.
4. High Damping Performance device according to claim 1, it is characterised in that the damper number n is the even number of n >=4.
5. High Damping Performance device according to claim 1, it is characterised in that the spring is helical spring.
6. High Damping Performance device according to claim 1, it is characterised in that the damper is viscous damper.
7. High Damping Performance device according to claim 6, it is characterised in that the viscous damper is by viscoelastic damper Replace.
8. High Damping Performance device according to claim 6, it is characterised in that the viscous damper is by with magnetostriction material Damper based on material or shape memory alloy material is replaced.
CN201721342528.2U 2017-10-18 2017-10-18 A kind of multidimensional High Damping Performance device Withdrawn - After Issue CN207332416U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721342528.2U CN207332416U (en) 2017-10-18 2017-10-18 A kind of multidimensional High Damping Performance device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721342528.2U CN207332416U (en) 2017-10-18 2017-10-18 A kind of multidimensional High Damping Performance device

Publications (1)

Publication Number Publication Date
CN207332416U true CN207332416U (en) 2018-05-08

Family

ID=62365602

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721342528.2U Withdrawn - After Issue CN207332416U (en) 2017-10-18 2017-10-18 A kind of multidimensional High Damping Performance device

Country Status (1)

Country Link
CN (1) CN207332416U (en)

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Granted publication date: 20180508

Effective date of abandoning: 20240329

AV01 Patent right actively abandoned

Granted publication date: 20180508

Effective date of abandoning: 20240329