CN104196953B - The tuning granule damper that a kind of anti-longitudinal axis reverses - Google Patents

The tuning granule damper that a kind of anti-longitudinal axis reverses Download PDF

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Publication number
CN104196953B
CN104196953B CN201410397149.8A CN201410397149A CN104196953B CN 104196953 B CN104196953 B CN 104196953B CN 201410397149 A CN201410397149 A CN 201410397149A CN 104196953 B CN104196953 B CN 104196953B
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tuning
longitudinal axis
reverses
toroidal cavity
spring
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CN104196953A (en
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李晓玮
虞终军
阮永辉
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Architecture Design and Research Institute of Tongji University Group Co Ltd
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Architecture Design and Research Institute of Tongji University Group Co Ltd
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Abstract

The present invention relates to the tuning granule damper that a kind of anti-longitudinal axis reverses, including offering the concrete main body plate (1) in plate hole (8), offer toroidal cavity (2) in the periphery of Ban Dong (8);Being provided with the damping assembly being made up of spring (3) and particle swarm (4) in toroidal cavity (2), the upper and lower surface of concrete main body plate (1) is provided with concrete cover (5) makes toroidal cavity (2) form closing space.Compared with prior art, the present invention can tune the torsional frequency of long fine texture, thus weakens the structure torsion around long axis direction, and ensures to use complete function, and fabrication and installation are simple, do not affect construction usage functional requirement.

Description

The tuning granule damper that a kind of anti-longitudinal axis reverses
Technical field
The present invention relates to a kind of damper, especially relate to the tuning granule damper that a kind of anti-longitudinal axis reverses.
Background technology
Tuned mass damper is a kind of vibration absorber being widely adopted in recent years, and it is by mass, spring and resistance Damping system forms.Close with main structure by the natural frequency of vibration of damping adjusting device, reach and mesomerism thus vibration damping. Existing tuned mass damper is the translation vibration characteristics for structure mostly, i.e. weakens structure level direction and erects To vibration, rarely useful in the damper weakening construction torsion.But engineering finds, a lot of long fine textures, than As overpass, vestibule or the torsion vibration mode such as chimney, tall and slender structure can occur too early, wind-engaging lotus during use Carry or unbalanced Pedestrian Load etc. can cause torsion acceleration excessive, affects comfort level even security.This Invention be i.e. for reverse situation damper, utilize the frequency of spring damping adjusting device, utilize particle swarm it Between collision increase energy ezpenditure.And easy for installation, do not affect the use function of structure.
Summary of the invention
Defect that the purpose of the present invention is contemplated to overcome above-mentioned prior art to exist and provide a kind of tuning long thin knot The torsional frequency of structure, thus weaken the structure torsion around long axis direction, and ensure to use the anti-twisting longitudinal axis of complete function The tuning granule damper turned.
The purpose of the present invention can be achieved through the following technical solutions:
The tuning granule damper that a kind of anti-longitudinal axis reverses, including:
Offer the concrete main body plate in plate hole, offer toroidal cavity in the periphery in plate hole;
The damping assembly being made up of spring and particle swarm it is provided with in described toroidal cavity,
The upper and lower surface of concrete main body plate is provided with concrete cover makes toroidal cavity form closing space.
As preferred embodiment, the two ends in toroidal cavity arrange spring, arrange particle swarm between two springs. Wherein, the rigidity of spring determines according to the torsional frequency of controlled structure.By the number of turns regulation of regulation increase and decrease spring just Degree.Particle swarm is several steel ball or concrete ball.
As embodiment more preferably, spring is the alloy helical spring of 50CrVA.Steel ball or concrete ball Quantity and size determine according to the damping requirements of damper.
Toroidal cavity is provided with four, is evenly distributed on the periphery in plate hole in segmentation structure.
The size of described concrete main body plate requires to be square according to the cross section of long fine texture, circular or special-shaped.
The corner of described concrete main body plate is additionally provided with the angle steel being connected with agent structure.
Compared with prior art, the invention have the advantages that
(1) use concrete to make the material of agent structure and particle, apparatus cost can be substantially reduced.
(2) spring and particle swarm by installing in toroidal cavity play spring and quality in tuned mass damper The effect of block.Disappeared by the acoustic radiating, the frictional heat energy that collide generation between particle swarm or be plastically deformed etc. Energy consumption, plays the effect of viscous damper in tuned mass damper.
(3) by four cavity inner springs and the common effect of particle swarm, the final torsion realized with controlled structure Frequency tuning, plays the effect weakening twisting vibration.
(4) each several part collaborative work, fabrication and installation are simple, and cost performance is higher, do not affect construction and use function.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of the present invention;
Fig. 2 is the sectional structure schematic diagram of A-A in Fig. 1;
Fig. 3 is the main TV structure schematic diagram of concrete cover;
Fig. 4 is the side-looking structural representation of concrete cover.
In figure, 1 is concrete main body plate, and 2 is ring cavity, and 3 is spring, and 4 is particle swarm, and 5 is concrete Cover plate, 6 is angle steel, and 7 install bolt for cover plate, and 8 is plate hole.
Detailed description of the invention
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment
The tuning granule damper that a kind of anti-longitudinal axis reverses, as shown in Figure 1-2, this damper is mainly by mixing for its structure Mechanism's compositions such as the damping assembly of solidifying soil main board 1, spring 3 and particle swarm 4 composition.
The size of concrete main body plate 1 requires to do squarely, circular or different according to the cross section of long fine texture Shape, is connected with agent structure by the angle steel 6 in corner.Central authorities at concrete main body plate 1 are further opened with plate hole 8, Workman or construction machinery is facilitated to pass through.Toroidal cavity 2, in the present embodiment, ring is offered in the periphery in plate hole 8 Shape cavity 2 is provided with four, is evenly distributed on the periphery in plate hole 8 in segmentation structure.
Two ends in toroidal cavity 2 arrange spring 3, arrange particle swarm 4 between two springs 3.Wherein, spring The rigidity of 3 determines according to the torsional frequency of controlled structure, can be by the number of turns regulation rigidity of increase and decrease spring 3.This In embodiment, the spring 3 of use is the alloy helical spring of 50CrVA.Particle swarm 4 is several steel ball or coagulation Soil ball, quantity and size determine according to the damping requirements of damper.It addition, install in concrete main body plate 1 both sides Concrete cover 5, its structure as shown in Figure 3,4, matches with concrete main body plate 1.Concrete cover 5 By cover plate, bolt 7 is installed and is arranged on the upper and lower surface of concrete main body plate 1, make toroidal cavity 2 be formed and close sky Between.
This invention pours shaping, for avoiding producing relatively in transportation in factory according to what figure paper size completed concrete Big vibration, can installation and debugging at the scene.Concrete main body plate 1 is connected fixing by angle steel 6 with controlled structure. At the scene debugging during, increase or reduce spring 3 the number of turns can with the frequency of damping adjusting device, thus with reality Border controlled structure frequency modulation.After debugging terminates, concrete cover 5 and concrete main body plate 1 are installed spiral shell by cover plate Bolt 7 is fixed.So can realize similar to tuned mass damper to torsion proof function.

Claims (8)

1. the tuning granule damper that an anti-longitudinal axis reverses, it is characterised in that this damper includes:
Offer the concrete main body plate (1) in plate hole (8), offer toroidal cavity (2) in the periphery of Ban Dong (8);
The damping assembly being made up of spring (3) and particle swarm (4) it is provided with in described toroidal cavity (2),
The upper and lower surface of concrete main body plate (1) is provided with concrete cover (5) makes toroidal cavity (2) form envelope Close space.
The tuning granule damper that a kind of anti-longitudinal axis the most according to claim 1 reverses, it is characterised in that The described two ends in toroidal cavity (2) arrange spring (3), arrange particle swarm (4) between two springs (3).
The tuning granule damper that a kind of anti-longitudinal axis the most according to claim 1 reverses, it is characterised in that By the number of turns regulation rigidity of regulation increase and decrease spring (3).
The tuning granule damper that a kind of anti-longitudinal axis the most according to claim 1 and 2 reverses, its feature exists In, described spring (3) is the alloy helical spring of 50CrVA.
The tuning granule damper that a kind of anti-longitudinal axis the most according to claim 1 and 2 reverses, its feature exists In, described particle swarm (4) is several steel ball or concrete ball.
The tuning granule damper that a kind of anti-longitudinal axis the most according to claim 1 reverses, it is characterised in that Described toroidal cavity (2) is provided with four, and toroidal cavity (2), in segmented, is circumferentially evenly distributed on plate hole (8) periphery.
The tuning granule damper that a kind of anti-longitudinal axis the most according to claim 1 reverses, it is characterised in that The cross section of described concrete main body plate (1) is square, circular or special-shaped.
The tuning granule damper that a kind of anti-longitudinal axis the most according to claim 1 reverses, it is characterised in that The corner of described concrete main body plate (1) is additionally provided with the angle steel (6) for connecting.
CN201410397149.8A 2014-08-13 2014-08-13 The tuning granule damper that a kind of anti-longitudinal axis reverses Active CN104196953B (en)

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CN104196953B true CN104196953B (en) 2016-08-24

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108087492A (en) * 2016-11-23 2018-05-29 上海海立电器有限公司 A kind of compressor
CN110259187B (en) * 2019-07-17 2021-10-22 西南石油大学 Supporting point positioning base for correcting support
CN113464603B (en) * 2021-06-15 2023-02-10 上海工程技术大学 Tuning dynamic damper with adjustable it is multidirectional

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CN101044339A (en) * 2004-10-23 2007-09-26 卢克摩擦片和离合器两合公司 Dual mass flywheel
CN102317548A (en) * 2009-02-16 2012-01-11 马拉特·迪戈里 The multidirectional hysteresis damper (MTHD) that reverses
CN103233529A (en) * 2013-05-21 2013-08-07 上海大学 Three-dimensional tuned mass damper device with clamping groove
CN103470686A (en) * 2012-06-05 2013-12-25 Zf腓特烈斯哈芬股份公司 Torsion oscillation attenuation assembly, in particular in a clutch disc
CN103510637A (en) * 2013-10-24 2014-01-15 上海电力学院 Three-way low-frequency variable-rigidity variable-damping tuned mass damper
CN103541460A (en) * 2013-11-08 2014-01-29 同济大学 Novel tuned particle mass damper
CN204041853U (en) * 2014-08-13 2014-12-24 同济大学建筑设计研究院(集团)有限公司 A kind of tuning granule damper with anti-twisting longitudinal axis rotating function

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Publication number Priority date Publication date Assignee Title
JP2004190711A (en) * 2002-12-09 2004-07-08 Polymatech Co Ltd Magnetic field controlling active damper and magnetic field controlling active vibration isolator

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101044339A (en) * 2004-10-23 2007-09-26 卢克摩擦片和离合器两合公司 Dual mass flywheel
CN102317548A (en) * 2009-02-16 2012-01-11 马拉特·迪戈里 The multidirectional hysteresis damper (MTHD) that reverses
CN103470686A (en) * 2012-06-05 2013-12-25 Zf腓特烈斯哈芬股份公司 Torsion oscillation attenuation assembly, in particular in a clutch disc
CN103233529A (en) * 2013-05-21 2013-08-07 上海大学 Three-dimensional tuned mass damper device with clamping groove
CN103510637A (en) * 2013-10-24 2014-01-15 上海电力学院 Three-way low-frequency variable-rigidity variable-damping tuned mass damper
CN103541460A (en) * 2013-11-08 2014-01-29 同济大学 Novel tuned particle mass damper
CN204041853U (en) * 2014-08-13 2014-12-24 同济大学建筑设计研究院(集团)有限公司 A kind of tuning granule damper with anti-twisting longitudinal axis rotating function

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