CN112762123A - Two-degree-of-freedom quasi-zero-rigidity low-frequency vibration isolation device - Google Patents

Two-degree-of-freedom quasi-zero-rigidity low-frequency vibration isolation device Download PDF

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CN112762123A
CN112762123A CN202110140660.XA CN202110140660A CN112762123A CN 112762123 A CN112762123 A CN 112762123A CN 202110140660 A CN202110140660 A CN 202110140660A CN 112762123 A CN112762123 A CN 112762123A
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vertical
nonlinear spring
zero stiffness
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CN112762123B (en
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宋春芳
嵇雯
刘彦琦
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Jiangnan University
Beijing Municipal Institute of Labour Protection
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Beijing Municipal Institute of Labour Protection
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/10Vibration-dampers; Shock-absorbers using inertia effect
    • F16F7/104Vibration-dampers; Shock-absorbers using inertia effect the inertia member being resiliently mounted
    • F16F7/116Vibration-dampers; Shock-absorbers using inertia effect the inertia member being resiliently mounted on metal springs
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F2228/00Functional characteristics, e.g. variability, frequency-dependence
    • F16F2228/06Stiffness

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  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention relates to the technical field of low-frequency vibration isolation, in particular to a two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device, wherein a support flat plate is used for placing a body to be isolated, the upper end and the lower end of an upper vertical plane spring in an upper quasi-zero stiffness vibration isolator are respectively and vertically fixed on the support flat plate and a middle mass block, one end of an upper nonlinear spring is connected with the side surface of the support flat plate, the other end of the upper nonlinear spring is connected with an upper horizontal moving mechanism to realize horizontal movable adjustment, a vertical moving mechanism drives the support flat plate to realize up-and-down movement adjustment, the upper end and the lower end of a lower vertical plane spring in a lower quasi-zero stiffness vibration isolator are respectively and vertically fixed on a middle mass block and a base, one end of a lower nonlinear spring is connected with the middle mass block, the other end of the lower nonlinear spring is connected with the, in a specific frequency region, the vibration isolation performance is superior to that of a single-degree-of-freedom quasi-zero-stiffness vibration isolation system.

Description

一种两自由度准零刚度低频隔振装置A two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device

技术领域technical field

本发明涉及低频隔振技术领域,尤其是一种两自由度准零刚度低频隔振装置。The invention relates to the technical field of low-frequency vibration isolation, in particular to a low-frequency vibration isolation device with two degrees of freedom quasi-zero stiffness.

背景技术Background technique

振动是自然界中普遍存在的一种物理现象,尤其在日常生活和工业生产中振动无处不在。在一些情况下,振动会给我们的科学研究和生产活动带来一定的危害。传统的线性隔振器面临着承载能力和隔振效果之间的矛盾,而准零刚度隔振系统作为一种新兴的非线性低频隔振技术,改变了线性系统隔振的传统观念。准零刚度隔振系统由正负刚度结构并联而成,不但具有足够大的静刚度支撑被隔振设备,稳定性好,而且在平衡位置附近动刚度较小,系统固有频率降低,低频隔振性能好。因此,准零刚度隔振系统很好地兼顾了稳定性和隔振性能之间的矛盾。Vibration is a ubiquitous physical phenomenon in nature, especially in daily life and industrial production. In some cases, vibration will bring certain harm to our scientific research and production activities. The traditional linear vibration isolator is faced with the contradiction between the bearing capacity and the vibration isolation effect, while the quasi-zero stiffness vibration isolation system, as an emerging nonlinear low-frequency vibration isolation technology, has changed the traditional concept of vibration isolation of the linear system. The quasi-zero stiffness vibration isolation system is composed of positive and negative stiffness structures in parallel. It not only has sufficient static stiffness to support the vibration-isolated equipment, and has good stability, but also has small dynamic stiffness near the equilibrium position, which reduces the natural frequency of the system and reduces low-frequency vibration isolation. Good performance. Therefore, the quasi-zero stiffness vibration isolation system takes into account the contradiction between stability and vibration isolation performance.

单自由度准零刚度隔振系统在低频阶段能实现良好隔振,在中、高频阶段,其隔振性能与线性隔振系统相当。科学技术迅猛发展,精密机械、舰载设备以及高速车辆等对隔振系统的性能要求越来越高,传统的线性隔振系统、单自由度准零刚度隔振系统已经很难满足各行各业日益增长的需求。The single-degree-of-freedom quasi-zero stiffness vibration isolation system can achieve good vibration isolation in the low frequency stage, and its vibration isolation performance is comparable to that of the linear vibration isolation system in the medium and high frequency stages. With the rapid development of science and technology, the performance requirements of precision machinery, shipborne equipment and high-speed vehicles are getting higher and higher. Traditional linear vibration isolation systems and single-degree-of-freedom quasi-zero stiffness vibration isolation systems have been difficult to meet all walks of life. growing demand.

发明内容SUMMARY OF THE INVENTION

本申请人针对上述现有生产技术中的缺点,提供一种两自由度准零刚度低频隔振装置,不仅能减小系统的起始隔振频率,增宽隔振频带宽,而且在特定的频率区域内,隔振性能优于单自由度准零刚度隔振系统。Aiming at the shortcomings of the above-mentioned existing production technology, the applicant provides a low-frequency vibration isolation device with two degrees of freedom quasi-zero stiffness, which can not only reduce the initial vibration isolation frequency of the system, widen the vibration isolation frequency bandwidth, but also provide a low-frequency vibration isolation device with two degrees of freedom. In the frequency region, the vibration isolation performance is better than that of the single-degree-of-freedom quasi-zero stiffness vibration isolation system.

本发明所采用的技术方案如下:一种两自由度准零刚度低频隔振装置,包括基座、上层准零刚度隔振器、下层准零刚度隔振器、支撑平板、中间质量块、两个上层水平移动机构、两个下层水平移动机构和垂向移动机构,支撑平板水平布置在中间质量块的上方,支撑平板用来放置被隔振体;The technical scheme adopted by the present invention is as follows: a two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolator, comprising a base, an upper-layer quasi-zero stiffness vibration isolator, a lower-layer quasi-zero stiffness vibration isolator, a support plate, a middle mass block, two An upper horizontal moving mechanism, two lower horizontal moving mechanisms and a vertical moving mechanism, the support plate is horizontally arranged above the middle mass block, and the support plate is used to place the vibration isolator;

上层准零刚度隔振器包括上层非线性弹簧、上层非线性弹簧外导套和上层垂向平面弹簧,上层垂向平面弹簧的上下两端分别垂直固定在支撑平板和中间质量块上,上层非线性弹簧限位在上层非线性弹簧外导套中并可沿上层非线性弹簧外导套的套长方向作限位伸缩移动,上层非线性弹簧为两个且对称分布在支撑平板的两侧,上层非线性弹簧的一端和支撑平板的侧面相连,上层非线性弹簧的另一端和上层水平移动机构相连实现水平可移动调节,上层水平移动机构安装在基座上,垂向移动机构安装在基座上,垂向移动机构带动支撑平板实现上下移动调节;The upper-layer quasi-zero stiffness vibration isolator includes the upper-layer nonlinear spring, the upper-layer nonlinear spring outer guide sleeve and the upper-layer vertical plane spring. The linear spring is limited in the outer guide sleeve of the upper nonlinear spring and can be extended and retracted along the sleeve length direction of the upper nonlinear spring outer guide sleeve. There are two upper nonlinear springs and are symmetrically distributed on both sides of the supporting plate. One end of the upper layer nonlinear spring is connected to the side of the supporting plate, and the other end of the upper layer nonlinear spring is connected to the upper layer horizontal moving mechanism to realize horizontal movable adjustment. The upper horizontal moving mechanism is installed on the base, and the vertical moving mechanism is installed on the base. up, the vertical movement mechanism drives the support plate to achieve up and down movement adjustment;

下层准零刚度隔振器包括下层非线性弹簧、下层非线性弹簧外导套和下层垂向平面弹簧,下层垂向平面弹簧的上下两端分别垂直固定在中间质量块和基座上,下层非线性弹簧限位在下层非线性弹簧外导套中并可沿下层非线性弹簧外导套的套长方向作限位伸缩移动,下层非线性弹簧为两个且对称分布在中间质量块的两侧,下层非线性弹簧的一端和中间质量块相连,下层非线性弹簧的另一端和下层水平移动机构相连实现水平可移动调节,下层水平移动机构安装在基座上。The lower layer quasi-zero stiffness vibration isolator includes the lower layer nonlinear spring, the lower layer nonlinear spring outer guide bush and the lower layer vertical plane spring. The upper and lower ends of the lower layer vertical plane spring are vertically fixed on the middle mass block and the base, respectively. The linear spring is limited in the outer guide sleeve of the lower nonlinear spring and can be moved along the sleeve length direction of the lower nonlinear spring outer guide sleeve. There are two lower nonlinear springs and are symmetrically distributed on both sides of the middle mass block. , one end of the lower nonlinear spring is connected with the middle mass block, and the other end of the lower nonlinear spring is connected with the lower horizontal moving mechanism to realize horizontal movable adjustment, and the lower horizontal moving mechanism is installed on the base.

作为上述技术方案的进一步改进:As a further improvement of the above technical solution:

所述上层准零刚度隔振器包括上层竖直阻尼,上层竖直阻尼的上下两端分别垂直固定在支撑平板和中间质量块上。The upper-layer quasi-zero stiffness vibration isolator includes an upper-layer vertical damper, and the upper and lower ends of the upper-layer vertical damper are respectively vertically fixed on the support plate and the intermediate mass block.

所述上层准零刚度隔振器包括上层横向阻尼,上层横向阻尼为两个且对称分布在支撑平板的两侧,上层横向阻尼的一端和支撑平板的侧面相连,上层横向阻尼的另一端和上层水平移动机构相连。The upper-layer quasi-zero stiffness vibration isolator includes upper-layer transverse damping, two upper-layer transverse dampers are symmetrically distributed on both sides of the supporting plate, one end of the upper-layer transverse damping is connected to the side of the supporting plate, and the other end of the upper-layer transverse damping is connected to the upper layer. The horizontal movement mechanism is connected.

所述下层准零刚度隔振器包括下层竖直阻尼,下层竖直阻尼的上下两端分别垂直固定在中间质量块和基座上。The lower-layer quasi-zero stiffness vibration isolator includes a lower-layer vertical damper, and the upper and lower ends of the lower-layer vertical damper are respectively vertically fixed on the middle mass block and the base.

所述下层准零刚度隔振器包括下层横向阻尼,下层横向阻尼为两个且对称分布在支撑平板的两侧,下层横向阻尼的一端和中间质量块的侧面相连,下层横向阻尼的另一端和下层水平移动机构相连。The lower-layer quasi-zero stiffness vibration isolator includes a lower-layer transverse damper, two lower-layer transverse dampers are symmetrically distributed on both sides of the supporting plate, one end of the lower-layer transverse damper is connected to the side of the intermediate mass block, and the other end of the lower-layer transverse damper is connected to the side of the intermediate mass block. The lower level horizontal moving mechanism is connected.

所述基座包括底座以及立式固定在底座上的两个平行相对侧板,两个侧板的上端分别向内悬伸有水平布置的固定板,下层垂向平面弹簧和下层竖直阻尼的下端分别固定在底座上,垂向移动机构为螺钉一,垂向移动机构为两个且分别安装在两个固定板上,垂向移动机构立式布置,两个垂向移动机构的下端对称抵靠在支撑平板的上板面的两边缘。The base includes a base and two parallel opposite side plates vertically fixed on the base. The upper ends of the two side plates are respectively suspended with horizontally arranged fixing plates, and the lower vertical plane spring and the lower vertical damping The lower ends are respectively fixed on the base, the vertical moving mechanism is one screw, the vertical moving mechanism is two and are respectively installed on two fixed plates, the vertical moving mechanism is arranged vertically, and the lower ends of the two vertical moving mechanisms are symmetrically abutted. against the two edges of the upper surface of the support plate.

所述上层水平移动机构包括螺钉二、上层垂直滑板和上层横向导轨,上层横向导轨安装在固定板的下板面,上层垂直滑板的上端和上层横向导轨构成横向滑动配合,上层横向阻尼的另一端、上层非线性弹簧的另一端分别固定在上层垂直滑板的一侧板面上,螺钉二安装在基座的侧板上,螺钉二的端部抵靠在上层垂直滑板的另一侧板面上。The upper-layer horizontal moving mechanism includes two screws, an upper-layer vertical slide plate and an upper-layer lateral guide rail. The upper-layer lateral guide rail is installed on the lower plate surface of the fixed plate. , The other end of the upper non-linear spring is respectively fixed on one side of the upper vertical slide plate, the second screw is installed on the side plate of the base, and the end of the second screw is against the other side of the upper vertical slide plate. .

所述下层水平移动机构包括螺钉三、下层垂直滑板和下层横向导轨,下层横向导轨安装在基座的底座上,下层垂直滑板的下端和下层横向导轨构成横向滑动配合,下层横向阻尼的另一端、下层非线性弹簧的另一端分别固定在下层垂直滑板的一侧板面上,螺钉三安装在基座的侧板上,螺钉三的端部抵靠在下层垂直滑板的另一侧板面上。The lower horizontal moving mechanism includes screws 3, a lower vertical sliding plate and a lower lateral guide rail. The lower horizontal guide rail is installed on the base of the base. The other end of the lower non-linear spring is respectively fixed on one side plate of the lower vertical sliding plate, the third screw is installed on the side plate of the base, and the end of the third screw abuts on the other side plate of the lower vertical sliding plate.

所述上层非线性弹簧外导套为圆管状且圆管的两端设有端盖,上层非线性弹簧的两端分别自圆管两端的端盖自由穿过。The upper non-linear spring outer guide sleeve is in the shape of a circular tube, and both ends of the circular tube are provided with end caps, and the two ends of the upper non-linear spring respectively freely pass through the end caps at both ends of the circular tube.

所述下层非线性弹簧外导套的结构和上层非线性弹簧外导套的结构相同。The structure of the lower layer nonlinear spring outer guide sleeve is the same as that of the upper layer nonlinear spring outer guide sleeve.

本发明的有益效果如下:将被隔振体放置于支撑平板的上表面时,上层垂向平面弹簧与下层垂向平面弹簧都会被压缩,可以通过旋拧螺钉二、螺钉三,使得上层非线性弹簧和下层非线性弹簧处于水平位置。如果被隔振体的质量发生改变时,通过调节垂向移动机构,从而使整个隔振系统重新回到平衡状态。通过选择合适的系统的结构参数和力学参数,结合使用水平移动机构与垂向移动机构,使得系统的刚度为零。当被隔振体在平衡位置附近振动时,系统的固有频率较低,承载能力较大。因此,该隔振系统可以实现低频减振的目标,不仅能减小系统的起始隔振频率,增宽隔振频带宽,而且在特定的频率区域内,隔振性能优于单自由度准零刚度隔振系统。The beneficial effects of the present invention are as follows: when the vibration isolator is placed on the upper surface of the supporting plate, both the upper vertical plane spring and the lower vertical plane spring will be compressed, and the upper layer can be made nonlinear by screwing the second and third screws. The spring and the underlying nonlinear spring are in a horizontal position. If the mass of the vibration isolator changes, by adjusting the vertical movement mechanism, the entire vibration isolation system can return to the equilibrium state. By selecting the appropriate structural parameters and mechanical parameters of the system, and using the horizontal moving mechanism and the vertical moving mechanism in combination, the stiffness of the system is zero. When the vibration isolator vibrates near the equilibrium position, the natural frequency of the system is low and the bearing capacity is large. Therefore, the vibration isolation system can achieve the goal of low-frequency vibration reduction, not only can reduce the initial vibration isolation frequency of the system, broaden the vibration isolation frequency bandwidth, but also in a specific frequency region, the vibration isolation performance is better than that of a single degree of freedom. Zero stiffness vibration isolation system.

附图说明Description of drawings

图1是未加被隔振体时的本发明的结构示意图。FIG. 1 is a schematic structural diagram of the present invention when no vibration isolator is added.

图2为本发明使用时的结构示意图;Fig. 2 is the structural representation when the present invention is used;

图3为本发明上层垂向平面弹簧的截面图;Fig. 3 is the sectional view of the upper vertical plane spring of the present invention;

图4为上层准零刚度隔振器的竖直阻尼比不同的工况下,两自由度系统与单自由度系统的力传递率曲线对比图;Figure 4 is a comparison diagram of the force transmissibility curves of the two-degree-of-freedom system and the single-degree-of-freedom system under different vertical damping ratios of the upper-layer quasi-zero stiffness vibration isolator;

图5为下层垂向平面弹簧与上层垂向平面弹簧的刚度之比不同的工况下,两自由度系统与单自由度系统的力传递率曲线比较图;Figure 5 is a comparison diagram of the force transmissibility curves of the two-degree-of-freedom system and the single-degree-of-freedom system under the working conditions where the ratio of the stiffness of the lower vertical plane spring to the upper vertical plane spring is different;

图6为中间质量块与被隔振体的质量之比不同的工况下,两自由度系统与单自由度系统的力传递率曲线对比图。Fig. 6 is a comparison diagram of the force transmissibility curves of the two-DOF system and the single-DOF system under different working conditions with the mass ratio of the intermediate mass block to the vibration-isolated body.

其中:1、基座;2、下层垂向平面弹簧;3、下层竖直阻尼;4、下层横向导轨;5、下层非线性弹簧;6、下层垂直滑板;7、螺钉三;8、下层非线性弹簧外导套;9、中间质量块;10、下层横向阻尼;11、上层垂向平面弹簧;12、上层竖直阻尼;13、螺钉二;14、上层非线性弹簧外导套;15、上层非线性弹簧;16、上层垂直滑板;17、上层横向阻尼;18、上层横向导轨;19、固定板;20、支撑平板;21、垂向移动机构;22、被隔振体。Among them: 1. Base; 2. Lower vertical plane spring; 3. Lower vertical damping; 4. Lower lateral guide; 5. Lower nonlinear spring; 6. Lower vertical sliding plate; 7. Screw three; 8. Lower non-linear spring Linear spring outer guide sleeve; 9. Intermediate mass block; 10. Lower lateral damping; 11. Upper vertical plane spring; 12. Upper vertical damping; 13. Screw two; 14. Upper nonlinear spring outer guide sleeve; 15. Upper layer non-linear spring; 16. Upper layer vertical sliding plate; 17, Upper layer lateral damping; 18, Upper layer lateral guide rail; 19, Fixed plate; 20, Support plate; 21, Vertical moving mechanism;

具体实施方式Detailed ways

下面结合附图,说明本发明的具体实施方式。The specific embodiments of the present invention will be described below with reference to the accompanying drawings.

如图1-6所示,本实施例的两自由度准零刚度低频隔振装置,包括基座1、上层准零刚度隔振器、下层准零刚度隔振器、支撑平板20、中间质量块9、两个上层水平移动机构、两个下层水平移动机构和垂向移动机构21,支撑平板20水平布置在中间质量块9的上方,支撑平板20用来放置被隔振体22;As shown in Figures 1-6, the two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device of this embodiment includes a base 1, an upper-layer quasi-zero stiffness vibration isolator, a lower-layer quasi-zero stiffness vibration isolator, a supporting plate 20, and an intermediate mass Block 9, two upper horizontal moving mechanisms, two lower horizontal moving mechanisms and vertical moving mechanism 21, a support plate 20 is horizontally arranged above the middle mass block 9, and the support plate 20 is used to place the vibration isolator 22;

上层准零刚度隔振器包括上层非线性弹簧15、上层非线性弹簧外导套14和上层垂向平面弹簧11,上层垂向平面弹簧11的上下两端分别垂直固定在支撑平板20和中间质量块9上,上层非线性弹簧15限位在上层非线性弹簧外导套14中并可沿上层非线性弹簧外导套14的套长方向作限位伸缩移动,上层非线性弹簧15为两个且对称分布在支撑平板20的两侧,上层非线性弹簧15的一端和支撑平板20的侧面相连,上层非线性弹簧15的另一端和上层水平移动机构相连实现水平可移动调节,上层水平移动机构安装在基座1上,垂向移动机构21安装在基座1上,垂向移动机构21带动支撑平板20实现上下移动调节;The upper layer quasi-zero stiffness vibration isolator includes the upper layer nonlinear spring 15, the upper layer nonlinear spring outer guide sleeve 14 and the upper layer vertical plane spring 11. The upper and lower ends of the upper layer vertical plane spring 11 are respectively vertically fixed on the supporting plate 20 and the intermediate mass. On block 9, the upper non-linear spring 15 is limited in the outer guide sleeve 14 of the upper non-linear spring and can be limited and telescopic along the sleeve length direction of the upper non-linear spring outer guide sleeve 14. The upper non-linear spring 15 is two. And symmetrically distributed on both sides of the support plate 20, one end of the upper layer nonlinear spring 15 is connected to the side of the support plate 20, and the other end of the upper layer nonlinear spring 15 is connected to the upper layer horizontal movement mechanism to realize horizontal movable adjustment, and the upper layer horizontal movement mechanism Installed on the base 1, the vertical moving mechanism 21 is installed on the base 1, and the vertical moving mechanism 21 drives the support plate 20 to achieve up and down adjustment;

下层准零刚度隔振器包括下层非线性弹簧5、下层非线性弹簧外导套8和下层垂向平面弹簧2,下层垂向平面弹簧2的上下两端分别垂直固定在中间质量块9和基座1上,下层非线性弹簧5限位在下层非线性弹簧外导套8中并可沿下层非线性弹簧外导套8的套长方向作限位伸缩移动,下层非线性弹簧5为两个且对称分布在中间质量块9的两侧,下层非线性弹簧5的一端和中间质量块9相连,下层非线性弹簧5的另一端和下层水平移动机构相连实现水平可移动调节,下层水平移动机构安装在基座1上。The lower layer quasi-zero stiffness vibration isolator includes the lower layer nonlinear spring 5, the lower layer nonlinear spring outer guide sleeve 8 and the lower layer vertical plane spring 2. The upper and lower ends of the lower layer vertical plane spring 2 are respectively vertically fixed on the middle mass block 9 and the base. On the seat 1, the lower non-linear spring 5 is limited in the lower non-linear spring outer guide sleeve 8 and can be extended and retracted along the sleeve length direction of the lower non-linear spring outer guide sleeve 8. The lower non-linear spring 5 is two. And symmetrically distributed on both sides of the middle mass block 9, one end of the lower nonlinear spring 5 is connected with the middle mass block 9, and the other end of the lower nonlinear spring 5 is connected with the lower horizontal moving mechanism to realize horizontal movable adjustment, and the lower horizontal moving mechanism Mounted on base 1.

上层准零刚度隔振器包括上层竖直阻尼12,上层竖直阻尼12的上下两端分别垂直固定在支撑平板20和中间质量块9上。The upper-layer quasi-zero stiffness vibration isolator includes an upper-layer vertical damper 12 , and the upper and lower ends of the upper-layer vertical damper 12 are vertically fixed on the support plate 20 and the intermediate mass block 9 respectively.

上层准零刚度隔振器包括上层横向阻尼17,上层横向阻尼17为两个且对称分布在支撑平板20的两侧,上层横向阻尼17的一端和支撑平板20的侧面相连,上层横向阻尼17的另一端和上层水平移动机构相连。The upper-layer quasi-zero stiffness vibration isolator includes an upper-layer transverse damper 17, two upper-layer transverse dampers 17 are symmetrically distributed on both sides of the support plate 20, one end of the upper-layer transverse damper 17 is connected to the side of the support plate 20, and the upper-layer transverse damper 17 is The other end is connected with the upper horizontal moving mechanism.

下层准零刚度隔振器包括下层竖直阻尼3,下层竖直阻尼3的上下两端分别垂直固定在中间质量块9和基座1上。The lower-layer quasi-zero stiffness vibration isolator includes a lower-layer vertical damper 3 , and the upper and lower ends of the lower-layer vertical damper 3 are vertically fixed on the intermediate mass block 9 and the base 1 respectively.

下层准零刚度隔振器包括下层横向阻尼10,下层横向阻尼10为两个且对称分布在支撑平板20的两侧,下层横向阻尼10的一端和中间质量块9的侧面相连,下层横向阻尼10的另一端和下层水平移动机构相连。The lower-layer quasi-zero stiffness vibration isolator includes a lower-layer transverse damper 10, two lower-layer transverse dampers 10 are symmetrically distributed on both sides of the support plate 20, one end of the lower-layer transverse damper 10 is connected to the side of the middle mass block 9, and the lower-layer transverse damper 10 The other end is connected with the lower horizontal moving mechanism.

基座1包括底座以及立式固定在底座上的两个平行相对侧板,两个侧板的上端分别向内悬伸有水平布置的固定板19,下层垂向平面弹簧2和下层竖直阻尼3的下端分别固定在底座上,垂向移动机构21为螺钉一,垂向移动机构21为两个且分别安装在两个固定板19上,垂向移动机构21立式布置,两个垂向移动机构21的下端对称抵靠在支撑平板20的上板面的两边缘。The base 1 includes a base and two parallel opposite side plates vertically fixed on the base. The upper ends of the two side plates are respectively suspended with horizontally arranged fixing plates 19. The lower vertical plane spring 2 and the lower vertical damping The lower ends of 3 are respectively fixed on the base, the vertical moving mechanism 21 is one screw, the vertical moving mechanism 21 is two and is respectively installed on the two fixing plates 19, the vertical moving mechanism 21 is arranged vertically, and the two vertical moving mechanisms 21 are arranged vertically. The lower end of the moving mechanism 21 abuts against both edges of the upper surface of the supporting plate 20 symmetrically.

上层水平移动机构包括螺钉二13、上层垂直滑板16和上层横向导轨18,上层横向导轨18安装在固定板19的下板面,上层垂直滑板16的上端和上层横向导轨18构成横向滑动配合,上层横向阻尼17的另一端、上层非线性弹簧15的另一端分别固定在上层垂直滑板16的一侧板面上,螺钉二13安装在基座1的侧板上,螺钉二13的端部抵靠在上层垂直滑板16的另一侧板面上。The upper horizontal moving mechanism includes two screws 13, an upper vertical sliding plate 16 and an upper horizontal guide rail 18. The upper horizontal guide rail 18 is installed on the lower surface of the fixed plate 19. The other end of the lateral damping 17 and the other end of the upper non-linear spring 15 are respectively fixed on one side surface of the upper vertical sliding plate 16, the second screw 13 is installed on the side plate of the base 1, and the end of the second screw 13 abuts against On the other side board surface of the upper vertical sliding plate 16 .

下层水平移动机构包括螺钉三7、下层垂直滑板6和下层横向导轨4,下层横向导轨4安装在基座1的底座上,下层垂直滑板6的下端和下层横向导轨4构成横向滑动配合,下层横向阻尼10的另一端、下层非线性弹簧5的另一端分别固定在下层垂直滑板6的一侧板面上,螺钉三7安装在基座1的侧板上,螺钉三7的端部抵靠在下层垂直滑板6的另一侧板面上。The lower horizontal moving mechanism includes screws 3 7, a lower vertical sliding plate 6 and a lower lateral guide rail 4. The lower lateral guide rail 4 is installed on the base of the base 1, and the lower end of the lower vertical sliding plate 6 and the lower lateral guide rail 4 form a lateral sliding fit, and the lower lateral guide rail 4 constitutes a lateral sliding fit. The other end of the damper 10 and the other end of the lower non-linear spring 5 are respectively fixed on one side surface of the lower vertical sliding plate 6, the third screw 7 is installed on the side plate of the base 1, and the end of the third screw 7 abuts against the On the other side of the lower vertical slide plate 6 .

上层非线性弹簧外导套14为圆管状且圆管的两端设有端盖,上层非线性弹簧15的两端分别自圆管两端的端盖自由穿过。The upper non-linear spring outer guide sleeve 14 is in the shape of a circular tube with end caps provided at both ends of the circular tube, and the two ends of the upper non-linear spring 15 respectively freely pass through the end caps at both ends of the circular tube.

下层非线性弹簧外导套8的结构和上层非线性弹簧外导套14的结构相同。The structure of the lower layer nonlinear spring outer guide sleeve 8 is the same as that of the upper layer nonlinear spring outer guide sleeve 14 .

本申请主要工作原理是:如图1所示,当未放置被隔振体22时,上层非线性弹簧15与下层非线性弹簧5均处于倾斜状态。将被隔振体22放置于支撑平板20的上表面时,上层垂向平面弹簧11与下层垂向平面弹簧2都会被压缩,可以通过旋拧螺钉二13、螺钉三7,使得上层非线性弹簧15和下层非线性弹簧5处于水平位置。上层垂向平面弹簧11的截面图如图3所示,其中,b1为外平面厚度,b2为内平面厚度,只要合理设计外平面厚度和内平面厚度就可得到所需上层垂向平面弹簧11的刚度。如果被隔振体22的质量发生改变时,通过调节垂向移动机构21,从而使整个隔振系统重新回到平衡状态。通过选择合适的系统的结构参数和力学参数,结合使用水平移动机构与垂向移动机构21,使得系统的刚度为零。当被隔振体22在平衡位置附近振动时,系统的固有频率较低,承载能力较大。因此,该隔振系统可以实现低频减振的目标。The main working principle of the present application is: as shown in FIG. 1 , when the vibration-isolated body 22 is not placed, both the upper nonlinear spring 15 and the lower nonlinear spring 5 are in an inclined state. When the vibration isolator 22 is placed on the upper surface of the supporting plate 20, the upper vertical plane spring 11 and the lower vertical plane spring 2 will be compressed. By screwing the second screw 13 and the screw third 7, the upper nonlinear spring 15 and the lower nonlinear spring 5 are in a horizontal position. The cross-sectional view of the upper vertical plane spring 11 is shown in Figure 3, where b 1 is the thickness of the outer plane, and b 2 is the thickness of the inner plane. As long as the thickness of the outer plane and the thickness of the inner plane are reasonably designed, the required upper vertical plane can be obtained. stiffness of spring 11. If the mass of the vibration isolator 22 changes, by adjusting the vertical movement mechanism 21, the entire vibration isolation system can be brought back to a balanced state. By selecting appropriate structural parameters and mechanical parameters of the system, and using the horizontal moving mechanism and the vertical moving mechanism 21 in combination, the stiffness of the system is zero. When the vibration-isolated body 22 vibrates near the equilibrium position, the natural frequency of the system is relatively low, and the bearing capacity is relatively large. Therefore, the vibration isolation system can achieve the goal of low frequency vibration reduction.

令上层准零刚度隔振器的横向阻尼比为

Figure BDA0002928675900000061
上层准零刚度隔振器的竖直阻尼比为
Figure BDA0002928675900000062
下层垂向平面弹簧2与上层垂向平面弹簧11的刚度之比为
Figure BDA0002928675900000063
中间质量块9与被隔振体22的质量之比为
Figure BDA0002928675900000064
其中,
Figure BDA0002928675900000065
ch1为上层隔振器的横向阻尼系数,c1为上层隔振器的竖直阻尼系数。Let the lateral damping ratio of the upper quasi-zero stiffness isolator be
Figure BDA0002928675900000061
The vertical damping ratio of the upper quasi-zero stiffness isolator is:
Figure BDA0002928675900000062
The ratio of the stiffness of the lower vertical plane spring 2 to the upper vertical plane spring 11 is
Figure BDA0002928675900000063
The mass ratio of the intermediate mass 9 to the vibration isolator 22 is
Figure BDA0002928675900000064
in,
Figure BDA0002928675900000065
c h1 is the lateral damping coefficient of the upper vibration isolator, and c 1 is the vertical damping coefficient of the upper vibration isolator.

力传递率是评价隔振系统的隔振性能的一项重要指标,定义为:隔振系统受到激励力的作用后传递到地基的力幅值与激励力幅值的比值。如果系统的力传递率越小,则系统的隔振效果越好。当有简谐激励力作用于隔振系统中的被隔振体22时,选择合理的横向阻尼比、垂向阻尼比、刚度比和质量比,运用数值分析方法对比研究了两自由度准零刚度隔振系统与单自由度系统的隔振性能。The force transmissibility is an important index to evaluate the vibration isolation performance of the vibration isolation system, which is defined as the ratio of the amplitude of the force transmitted to the foundation by the vibration isolation system under the action of the excitation force to the amplitude of the excitation force. The smaller the force transmissibility of the system, the better the vibration isolation effect of the system. When there is a harmonic excitation force acting on the isolated body 22 in the vibration isolation system, reasonable lateral damping ratio, vertical damping ratio, stiffness ratio and mass ratio are selected, and numerical analysis method is used to compare and study the quasi-zero of two degrees of freedom. Vibration isolation performance of rigid vibration isolation systems and single degree of freedom systems.

上层准零刚度隔振器的竖直阻尼比不同的工况下,两自由度系统与单自由度系统的力传递率曲线对比图如图4,上层准零刚度隔振器的竖直阻尼比的改变对力传递率的第一峰值的影响较小,阻尼比越大,力传递率的峰谷增加,第二峰值减小;当阻尼比增加到较大值(ζ1=0.5)时,峰谷和第二峰值均会逐渐消失。Under the different working conditions of the vertical damping ratio of the upper quasi-zero stiffness vibration isolator, the force transfer rate curves of the two-DOF system and the single-DOF system are compared in Figure 4. The vertical damping ratio of the upper-layer quasi-zero stiffness vibration isolator is shown in Figure 4. The change of , has little effect on the first peak value of the force transmissibility, the larger the damping ratio, the peak-to-valley increase of the force transmissibility, and the decrease of the second peak value; when the damping ratio increases to a larger value (ζ 1 =0.5), Both the valley and the second peak will gradually disappear.

图5为下层垂向平面弹簧2与上层垂向平面弹簧11的刚度之比不同的工况下,两自由度系统与单自由度系统的力传递率曲线比较图,根据该图可知,力传递率的第一峰值随着刚度比的减小而降低,且向低频区偏移,起始隔振频率减小,隔振频带宽增加;而峰谷和第二峰值随着刚度比的减小而增大,峰谷的增幅相对较大。Figure 5 is a comparison diagram of the force transfer rate curves of the two-DOF system and the single-DOF system under the working conditions where the ratio of the stiffness of the lower vertical plane spring 2 to the upper vertical plane spring 11 is different. The first peak of the vibration frequency decreases with the decrease of the stiffness ratio, and shifts to the low frequency region, the initial vibration isolation frequency decreases, and the vibration isolation frequency bandwidth increases; while the peak-valley and the second peak value decrease with the decrease of the stiffness ratio And increase, the peak-to-valley increase is relatively large.

如图6,在中间质量块9与被隔振体22的质量之比不同的工况下,观察两自由度系统与单自由度系统的力传递率曲线对比图发现,质量比越大,力传递率的第一峰值略微增加,且出现向低频区偏移的趋势;峰谷和第二峰值都随着质量比的增加而明显增大。As shown in Fig. 6, under the condition that the mass ratio of the intermediate mass 9 and the vibration isolator 22 is different, observing the force transmissibility curves of the two-degree-of-freedom system and the single-degree-of-freedom system, it is found that the greater the mass ratio, the greater the force The first peak of the transmissibility slightly increased, and appeared to shift to the low frequency region; both the peak-valley and the second peak increased significantly with the increase of the mass ratio.

对比分析图4、图5和图6可得:与单自由度准零刚度隔振系统相比,两自由度准零刚度隔振系统的力传递率曲线会出现两个峰值和一个峰谷;虽然第二峰值局部区域隔振效果相对较弱,但峰谷附近频域内的隔振性能显著增强;可通过选择合理的参数,减小系统的力传递率峰值和起始隔振频率,扩大隔振区间。当频率比Ω>1.96时,系统力传递率的衰减速率显著提高,在该频段内的隔振性能明显优于单自由度准零刚度隔振系统,低频隔振性能得到进一步改善。Comparing and analyzing Fig. 4, Fig. 5 and Fig. 6, it can be seen that compared with the single-degree-of-freedom quasi-zero stiffness vibration isolation system, the force transmissibility curve of the two-degree-of-freedom quasi-zero stiffness vibration isolation system will have two peaks and one peak and valley; Although the local area vibration isolation effect of the second peak is relatively weak, the vibration isolation performance in the frequency domain near the peak and valley is significantly enhanced; by selecting reasonable parameters, the peak force transmissibility and initial vibration isolation frequency of the system can be reduced, and the isolation can be expanded. vibration interval. When the frequency ratio Ω>1.96, the attenuation rate of the force transmissibility of the system increases significantly, the vibration isolation performance in this frequency band is obviously better than that of the single-degree-of-freedom quasi-zero stiffness vibration isolation system, and the low-frequency vibration isolation performance is further improved.

以上描述是对本发明的解释,不是对发明的限定,本发明所限定的范围参见权利要求,在本发明的保护范围之内,可以作任何形式的修改。The above description is an explanation of the present invention, not a limitation of the present invention. For the limited scope of the present invention, refer to the claims, and any form of modification can be made within the protection scope of the present invention.

Claims (10)

1. The utility model provides a two degree of freedom quasi-zero rigidity low frequency vibration isolation devices which characterized in that: the vibration isolator comprises a base (1), an upper-layer quasi-zero stiffness vibration isolator, a lower-layer quasi-zero stiffness vibration isolator, a supporting flat plate (20), a middle mass block (9), two upper-layer horizontal moving mechanisms, two lower-layer horizontal moving mechanisms and a vertical moving mechanism (21), wherein the supporting flat plate (20) is horizontally arranged above the middle mass block (9), and the supporting flat plate (20) is used for placing a vibration isolator (22);
the upper-layer quasi-zero stiffness vibration isolator comprises an upper-layer nonlinear spring (15), an upper-layer nonlinear spring outer guide sleeve (14) and an upper-layer vertical plane spring (11), wherein the upper end and the lower end of the upper-layer vertical plane spring (11) are respectively and vertically fixed on a support flat plate (20) and a middle gauge block (9), the upper-layer nonlinear spring (15) is limited in the upper-layer nonlinear spring outer guide sleeve (14) and can do limited telescopic movement along the sleeve length direction of the upper-layer nonlinear spring outer guide sleeve (14), the upper-layer nonlinear springs (15) are two and are symmetrically distributed on two sides of the support flat plate (20), one end of the upper-layer nonlinear spring (15) is connected with the side surface of the support flat plate (20), the other end of the upper-layer nonlinear spring (15) is connected with an upper-layer horizontal moving mechanism to achieve horizontal movable adjustment, the upper-layer horizontal moving mechanism is installed on a base (1), and the vertical moving mechanism (21) is installed on the base (1), the vertical moving mechanism (21) drives the supporting flat plate (20) to realize up-and-down movement adjustment;
the lower-layer quasi-zero stiffness vibration isolator comprises a lower-layer nonlinear spring (5), a lower-layer nonlinear spring outer guide sleeve (8) and a lower-layer vertical plane spring (2), the upper end and the lower end of the lower-layer vertical plane spring (2) are respectively and vertically fixed on a middle mass block (9) and a base (1), the lower-layer nonlinear spring (5) is limited in the lower-layer nonlinear spring outer guide sleeve (8) and can move in a limiting and telescopic mode along the sleeve length direction of the lower-layer nonlinear spring outer guide sleeve (8), the lower-layer nonlinear spring (5) is two and symmetrically distributed on two sides of the middle mass block (9), one end of the lower-layer nonlinear spring (5) is connected with the middle mass block (9), the other end of the lower-layer nonlinear spring (5) is connected with a lower-layer horizontal movement mechanism to achieve horizontal movable adjustment, and the lower-layer horizontal movement mechanism is.
2. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 1, wherein: the upper-layer quasi-zero stiffness vibration isolator comprises an upper-layer vertical damper (12), and the upper end and the lower end of the upper-layer vertical damper (12) are respectively and vertically fixed on a support flat plate (20) and a middle mass block (9).
3. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 2, wherein: the upper-layer quasi-zero stiffness vibration isolator comprises upper-layer transverse damping (17), the upper-layer transverse damping (17) is two and is symmetrically distributed on two sides of a supporting flat plate (20), one end of the upper-layer transverse damping (17) is connected with the side face of the supporting flat plate (20), and the other end of the upper-layer transverse damping (17) is connected with an upper-layer horizontal moving mechanism.
4. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 3, wherein: the lower-layer quasi-zero stiffness vibration isolator comprises a lower-layer vertical damper (3), and the upper end and the lower end of the lower-layer vertical damper (3) are respectively and vertically fixed on a middle mass block (9) and a base (1).
5. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 4, wherein: the quasi-zero stiffness vibration isolator comprises lower-layer transverse damping (10), the lower-layer transverse damping (10) is two and symmetrically distributed on two sides of a supporting flat plate (20), one end of the lower-layer transverse damping (10) is connected with the side face of a medium mass block (9), and the other end of the lower-layer transverse damping (10) is connected with a lower-layer horizontal moving mechanism.
6. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 5, wherein: base (1) includes that base and vertical two parallel relative curb plates of fixing on the base, the upper end of two curb plates inwards overhang respectively has fixed plate (19) that the level was arranged, the lower extreme of vertical planar spring (2) of lower floor and vertical damping (3) of lower floor is fixed respectively on the base, vertical moving mechanism (21) are screw one, vertical moving mechanism (21) are two and install respectively on two fixed plates (19), vertical moving mechanism (21) vertical the arranging, the lower extreme symmetry of two vertical moving mechanism (21) supports the both edges that lean on at the last face that supports dull and stereotyped (20).
7. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 6, wherein: the upper horizontal moving mechanism comprises a second screw (13), an upper vertical sliding plate (16) and an upper horizontal guide rail (18), the upper horizontal guide rail (18) is installed on the lower plate surface of the fixing plate (19), the upper end of the upper vertical sliding plate (16) and the upper horizontal guide rail (18) form a transverse sliding fit, the other end of the upper transverse damper (17) and the other end of the upper nonlinear spring (15) are respectively fixed on one side plate surface of the upper vertical sliding plate (16), the second screw (13) is installed on a side plate of the base (1), and the end part of the second screw (13) abuts against the other side plate surface of the upper vertical sliding plate (16).
8. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 7, wherein: lower floor's horizontal migration mechanism includes three (7) of screw, perpendicular slide (6) of lower floor and lower floor transverse guide (4), install on the base of base (1) lower floor transverse guide (4), the lower extreme and lower floor transverse guide (4) of the perpendicular slide (6) of lower floor constitute horizontal sliding fit, the other end of lower floor's horizontal damping (10), the other end of lower floor's nonlinear spring (5) is fixed respectively on one side face of the perpendicular slide (6) of lower floor, install on the curb plate of base (1) three (7) of screw, the tip of three (7) of screw supports and leans on the opposite side face of the perpendicular slide (6) of lower floor.
9. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 1, wherein: the upper nonlinear spring outer guide sleeve (14) is in a circular tube shape, end covers are arranged at two ends of the circular tube, and two ends of the upper nonlinear spring (15) freely penetrate through the end covers at two ends of the circular tube respectively.
10. The two-degree-of-freedom quasi-zero stiffness low-frequency vibration isolation device according to claim 9, wherein: the structure of the lower nonlinear spring outer guide sleeve (8) is the same as that of the upper nonlinear spring outer guide sleeve (14).
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003071155A1 (en) * 2002-02-19 2003-08-28 Nikon Corporation Anti-gravity mount with air and magnets
WO2010032971A2 (en) * 2008-09-19 2010-03-25 울산대학교 산학협력단 Vibration isolation system with a unique low vibration frequency.
CN102606673A (en) * 2012-03-26 2012-07-25 湖南大学 Load-bearing adjustable zero-stiffness electromagnetic vibration isolator and control method thereof
CN105183025A (en) * 2015-07-16 2015-12-23 南京航空航天大学 Quasi-zero stiffness vibration isolation system and nonlinear feedback control method thereof
CN206571897U (en) * 2017-01-12 2017-10-20 北京理工大学 Semi- active control type vertical vibration isolation device with quasi- zero stiffness
CN210661170U (en) * 2019-06-03 2020-06-02 江南大学 A low-frequency vibration isolation device with positive and negative stiffness in parallel with a coupled dynamic vibration absorber
CN112268095A (en) * 2020-11-26 2021-01-26 北京市劳动保护科学研究所 A Quasi-Zero Stiffness Vibration Isolation Device with Automatic Adjustment of Balance Position

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003071155A1 (en) * 2002-02-19 2003-08-28 Nikon Corporation Anti-gravity mount with air and magnets
WO2010032971A2 (en) * 2008-09-19 2010-03-25 울산대학교 산학협력단 Vibration isolation system with a unique low vibration frequency.
CN102606673A (en) * 2012-03-26 2012-07-25 湖南大学 Load-bearing adjustable zero-stiffness electromagnetic vibration isolator and control method thereof
CN105183025A (en) * 2015-07-16 2015-12-23 南京航空航天大学 Quasi-zero stiffness vibration isolation system and nonlinear feedback control method thereof
CN206571897U (en) * 2017-01-12 2017-10-20 北京理工大学 Semi- active control type vertical vibration isolation device with quasi- zero stiffness
CN210661170U (en) * 2019-06-03 2020-06-02 江南大学 A low-frequency vibration isolation device with positive and negative stiffness in parallel with a coupled dynamic vibration absorber
CN112268095A (en) * 2020-11-26 2021-01-26 北京市劳动保护科学研究所 A Quasi-Zero Stiffness Vibration Isolation Device with Automatic Adjustment of Balance Position

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