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CN108278323A - A kind of zero stiffness vibration isolating method without tow platform towards electrostatic suspension formula twin-stage - Google Patents

A kind of zero stiffness vibration isolating method without tow platform towards electrostatic suspension formula twin-stage Download PDF

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CN108278323A
CN108278323A CN201810019668.9A CN201810019668A CN108278323A CN 108278323 A CN108278323 A CN 108278323A CN 201810019668 A CN201810019668 A CN 201810019668A CN 108278323 A CN108278323 A CN 108278323A
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范达
贾海鹏
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China Academy of Space Technology CAST
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Abstract

一种面向静电悬浮式双级无拖曳平台的零刚度隔振方法,通过引入悬浮载荷平台的位移,对悬浮控制算法的输出进行非线性调制,补偿位移引起的静电力变化,从而消除静电负刚度,实现零刚度的悬浮隔振。本发明方法可以实现绝对零刚度隔振,对宽频段范围内的振动能实现有效抑制,且由于零刚度的构建,使得两级系统完全解耦,平台系统间可以独立设计,互不影响,稳定性更好,方法流程简单。

A zero-stiffness vibration isolation method for an electrostatically suspended two-stage dragless platform. By introducing the displacement of the suspended load platform, the output of the suspension control algorithm is nonlinearly modulated, and the electrostatic force change caused by the displacement is compensated, thereby eliminating the electrostatic negative stiffness. , to achieve suspension vibration isolation with zero stiffness. The method of the present invention can realize absolute zero stiffness vibration isolation, effectively suppress vibration energy in a wide frequency range, and due to the construction of zero stiffness, the two-level system can be completely decoupled, and the platform systems can be independently designed without affecting each other and stable The performance is better, and the method flow is simple.

Description

一种面向静电悬浮式双级无拖曳平台的零刚度隔振方法A Zero-Stiffness Vibration Isolation Method for Electrostatically Suspended Two-stage Dragless Platform

技术领域technical field

本发明涉及一种面向静电悬浮式双级无拖曳平台的零刚度隔振方法,属于静电悬浮控制和精密减振技术领域。The invention relates to a zero-stiffness vibration isolation method for an electrostatic suspension type two-stage dragless platform, belonging to the technical field of electrostatic suspension control and precision vibration reduction.

背景技术Background technique

高精度空间测量、高分辨率对地遥感和超精密空间科学实验等活动的深入开展,对天基隔振减振平台提出了新的需求和挑点。基于静电悬浮的双级无拖曳天基超静平台是一种新型的隔振减振平台,系统分为卫星母体,载荷平台和参考质量块三个独立的部分。系统的空间运行模式为:卫星母体与载荷平台通过静电悬浮的方式实现无接触隔离,二者之间形成差动电容,可根据载荷平台与参考质量块的相对位移产生静电控制力,驱动载荷平台跟踪参考质量块,实现第一级无拖曳,其中参考质量块悬浮在载荷平台内的真空腔中,完全不受外界非保守力的干扰,运行在纯地球引力作用下的轨道,是无拖曳状态下的宁静参考源;而微推进器可根据卫星母体与载荷平台间的相对位移产生反作用控制力,驱动卫星母体跟踪载荷平台,实现第二级无拖曳。整体系统采用双级无拖曳架构,利用静电悬浮实现零刚度隔振,利用静电驱动实现主动减振,一体化实现对振动的抑制。The in-depth development of activities such as high-precision space measurement, high-resolution earth remote sensing, and ultra-precision space science experiments have put forward new requirements and challenges for space-based vibration isolation and vibration reduction platforms. The two-stage dragless space-based ultra-static platform based on electrostatic suspension is a new type of vibration isolation and vibration reduction platform. The system is divided into three independent parts: the satellite parent body, the payload platform and the reference mass. The space operation mode of the system is: the satellite parent body and the load platform realize non-contact isolation through electrostatic suspension, and a differential capacitance is formed between the two, which can generate electrostatic control force according to the relative displacement between the load platform and the reference mass, and drive the load platform Track the reference mass to achieve the first level of no-drag, in which the reference mass is suspended in the vacuum cavity inside the load platform, completely free from the interference of external non-conservative forces, and the orbit running under the pure earth's gravity is a no-drag state The quiet reference source under the ground; and the micro-propeller can generate a reactionary control force according to the relative displacement between the satellite parent body and the load platform, and drive the satellite parent body to track the load platform to achieve the second stage without drag. The overall system adopts a two-stage drag-free structure, uses electrostatic suspension to achieve zero-stiffness vibration isolation, uses electrostatic drive to achieve active vibration reduction, and integrates to achieve vibration suppression.

然而,静电悬浮实际上会在载荷平台与卫星母体间形成静电负刚度,并非真正的零刚度隔振,卫星母体的位移扰动可以通过此静电负刚度传导到载荷平台上,使得系统形成隔而不绝的微振动耦合路径,降低系统的隔振效果。However, electrostatic levitation will actually form negative electrostatic stiffness between the load platform and the satellite parent body, which is not a true zero-stiffness vibration isolation. The displacement disturbance of the satellite parent body can be transmitted to the load platform through this electrostatic negative stiffness, making the system form an isolated An absolute micro-vibration coupling path reduces the vibration isolation effect of the system.

零刚度隔振思想起源于机械减振领域,由于机械支撑结构一般为正刚度,隔振系统的零刚度一般通过叠加非线性力的负刚度而实现。现有技术中曾经提出一种基于欧拉屈曲梁构建的负刚度构建方法及一种利用磁力非线性的负刚度产生方法。然而,此类方法所实现的是一种准零刚度隔振系统,只在工作平衡点位置是完全零刚度,在平衡工作点附近则只是准零刚度,其隔振性能与振动的激励大小有关,不能保证所有条件下静电负刚度均为零。The idea of zero-stiffness vibration isolation originated in the field of mechanical vibration reduction. Since the mechanical support structure is generally positive stiffness, the zero stiffness of the vibration isolation system is generally achieved by superimposing the negative stiffness of the nonlinear force. In the prior art, a negative stiffness construction method based on Euler buckling beam construction and a negative stiffness generation method using magnetic nonlinearity have been proposed. However, what this type of method achieves is a quasi-zero stiffness vibration isolation system, which is completely zero stiffness only at the position of the work balance point, and only quasi-zero stiffness near the balance work point, and its vibration isolation performance is related to the magnitude of the vibration excitation , it cannot be guaranteed that the electrostatic negative stiffness is zero under all conditions.

发明内容Contents of the invention

本发明解决的技术问题是:针对现有技术中存在的问题,提出了一种面向静电悬浮式双级无拖曳平台的零刚度隔振方法,解决了静电悬浮平台由于静电负刚度不全部为零形成的无法完全隔振的问题。The technical problem solved by the present invention is: Aiming at the problems existing in the prior art, a zero-stiffness vibration isolation method for the electrostatically suspended two-stage non-drag platform is proposed, which solves the problem that the electrostatic negative stiffness of the electrostatically suspended platform is not all zero. The problem of complete vibration isolation cannot be formed.

本发明解决上述技术问题是通过如下技术方案予以实现的:The present invention solves the problems of the technologies described above and is achieved through the following technical solutions:

一种面向静电悬浮式双级无拖曳平台的零刚度隔振方法,包括如下步骤:A zero-stiffness vibration isolation method for an electrostatically suspended two-stage dragless platform, comprising the following steps:

(1)对静电悬浮平台系统反馈电压与电极静电力的关系进行线性化处理,使得强制静电负刚度为0;(1) Linearize the relationship between the feedback voltage of the electrostatic levitation platform system and the electrode electrostatic force, so that the forced electrostatic negative stiffness is 0;

(2)在步骤(1)完成的基础上,针对静电悬浮式双级无拖曳平台,分别独立进行静电驱动及微推驱动控制的控制算法设计;(2) On the basis of the completion of step (1), for the electrostatic suspension type two-stage drag-free platform, the control algorithm design of the electrostatic drive and micro-push drive control is independently carried out;

(3)对步骤(2)所得静电驱动控制器的控制算法输出进行非线性调制,并将非线性调制后的控制算法输出作为静电驱动控制器的实际输出。(3) Non-linear modulation is performed on the output of the control algorithm of the electrostatic drive controller obtained in step (2), and the output of the control algorithm after nonlinear modulation is used as the actual output of the electrostatic drive controller.

所述步骤(1)中,对静电悬浮平台系统进行线性化的具体步骤为:In the step (1), the specific steps for linearizing the electrostatic levitation platform system are:

(1a)在差分电容模型中,忽略电极静电力Fe中位移高阶小量,将实际系统中间电极静电力Fe的计算公式表述为:(1a) In the differential capacitance model, ignoring the high-order small amount of displacement in the electrode electrostatic force F e , the formula for calculating the middle electrode electrostatic force F e in the actual system is expressed as:

式中,εr为相对介电常数,ε0为真空介电常数,A为一块电容极板有效面积,Vs_eff为高频交流激励电压有效值,Vr为预载电压(偏置直流电压),Vb为反馈电压,d0为标称间隙,x为悬浮体偏离中心位置的位移;In the formula, ε r is the relative permittivity, ε 0 is the vacuum permittivity, A is the effective area of a capacitor plate, V s_eff is the effective value of high-frequency AC excitation voltage, V r is the preload voltage (bias DC voltage ), V b is the feedback voltage, d 0 is the nominal gap, and x is the displacement of the suspension from the center position;

(1b)对静电负刚度进行分离;所述静电负刚度的计算公式为:(1b) Separating the electrostatic negative stiffness; the calculation formula of the electrostatic negative stiffness is:

(1c)强制静电负刚度为0,完成反馈电压与电极静电力线性化。(1c) Force the electrostatic negative stiffness to be 0, and complete the linearization of the feedback voltage and the electrode electrostatic force.

所述步骤(3)中,差分电容两边加载的调制后的反馈电压包括上反馈电压及下反馈电压,其中上反馈电压Vb_up、下反馈电压Vb_down的计算方法分别为:In the step (3), the modulated feedback voltage loaded on both sides of the differential capacitor includes an upper feedback voltage and a lower feedback voltage, wherein the calculation methods of the upper feedback voltage V b_up and the lower feedback voltage V b_down are respectively:

其中,载荷平台相对位移的计算公式如下:Among them, the relative displacement of the load platform The calculation formula of is as follows:

式中,Vc为控制算法输出电压。In the formula, Vc is the output voltage of the control algorithm.

本发明与现有技术相比的优点在于:The advantage of the present invention compared with prior art is:

(1)本发明提供了一种面向静电悬浮式双级无拖曳平台的零刚度隔振方法,通过非线性调制控制静电负刚度为零,达到克服零刚度中静态工作点的限制,可以在大振幅的条件下形成零刚度,能够给予带宽较高的线性调制,实现对宽频段范围的振动隔离;(1) The present invention provides a zero-stiffness vibration isolation method for an electrostatically suspended two-stage non-drag platform. The electrostatic negative stiffness is controlled to be zero through nonlinear modulation, so as to overcome the limitation of the static operating point in the zero-stiffness, and can be used in large Under the condition of amplitude, zero stiffness is formed, which can give linear modulation with high bandwidth and realize vibration isolation in wide frequency range;

(2)采用本发明方法的静电悬浮式双级无拖曳平台系统,在零刚度的条件下,非线性调制后可以使两极系统完全解耦,容易实现各个系统互不影响,分别独立的控制环境,稳定更好。(2) The electrostatic suspension type two-stage non-drag platform system adopting the method of the present invention, under the condition of zero stiffness, the two-pole system can be completely decoupled after nonlinear modulation, and it is easy to realize that each system does not affect each other, and the control environment is independent , the stability is better.

附图说明Description of drawings

图1为发明提供的平台系统结构图;Fig. 1 is a platform system structural diagram provided by the invention;

图2为发明提供的隔振方法流程图;Fig. 2 is the flow chart of the vibration isolation method provided by the invention;

图3为静电力发生装置的等效差动电容模型图;Fig. 3 is an equivalent differential capacitance model diagram of an electrostatic force generating device;

图4为线性化后的双级悬浮系统控制框图;Fig. 4 is the control block diagram of the two-stage suspension system after linearization;

图5为静电负刚度Ke视为零后的双级悬浮系统控制框图;Fig. 5 is the control block diagram of the two-stage suspension system after the electrostatic negative stiffness can be regarded as zero;

图6为构造了零刚度后的实际系统控制框图;Fig. 6 is the actual system control block diagram after constructing zero stiffness;

图7为本发明方法的仿真验证结果图;Fig. 7 is the simulation verification result figure of the inventive method;

具体实施方式Detailed ways

在公开号为CN104158431A的专利中,提出了一种静电悬浮式天基超静平台系统,包括宁静参考系统、载荷平台、星上电极腔、电容检测电路、数字控制系统、驱动电路以及微推进器,它实现了一种利用弱静电负刚度进行低刚度隔振并通过可控反馈静电力进行主动减振的双级无拖曳系统,本发明提供的零刚度隔振方法即为在本平台系统中实施的,通过引入悬浮载荷平台相对于卫星母体的位移,对悬浮控制器的输出进行非线性调制,补偿位移引起的静电力变化,从而实现零刚度,保证调制后的系统静电力不受载荷平台相对卫星母体位移影响。In the patent with the publication number CN104158431A, an electrostatic levitation space-based ultra-quiet platform system is proposed, including a quiet reference system, a load platform, an electrode cavity on the star, a capacitance detection circuit, a digital control system, a drive circuit and a micro-thruster , which realizes a two-stage drag-free system that uses weak electrostatic negative stiffness for low-stiffness vibration isolation and uses controllable feedback electrostatic force for active vibration reduction. The zero-stiffness vibration isolation method provided by the present invention is in this platform system Implemented, by introducing the displacement of the suspended load platform relative to the satellite parent body, the output of the suspension controller is nonlinearly modulated to compensate for the electrostatic force change caused by the displacement, so as to achieve zero stiffness and ensure that the modulated system electrostatic force is not affected by the load platform. Relative satellite parent displacement effect.

如图1所示,静电悬浮式双级无拖曳天基超静平台系统的空间运行模式为:卫星母体与载荷平台通过静电悬浮的方式实现无接触隔离,二者之间形成差动电容,可根据载荷平台与参考质量块的相对位移产生静电控制力,驱动载荷平台跟踪参考质量块,实现第一级无拖曳,其中参考质量块悬浮在载荷平台内的真空腔中,完全不受外界非保守力的干扰,运行在纯地球引力作用下的轨道,是无拖曳状态下的宁静参考源;而微推进器可根据卫星母体与载荷平台间的相对位移产生反作用控制力,驱动卫星母体跟踪载荷平台,实现第二级无拖曳。整体系统采用双级无拖曳架构,利用静电悬浮实现零刚度隔振,利用静电驱动实现主动减振,一体化实现对微振动的抑制。As shown in Figure 1, the space operation mode of the two-stage non-drag space-based ultra-quiet platform system of electrostatic suspension is: the satellite parent body and the load platform realize non-contact isolation through electrostatic suspension, and a differential capacitance is formed between the two, which can According to the relative displacement between the load platform and the reference mass, the electrostatic control force is generated, and the load platform is driven to track the reference mass, realizing the first-stage no-drag, in which the reference mass is suspended in the vacuum cavity inside the load platform, completely free from external non-conservative The interference of force, the orbit under the pure earth's gravity, is a quiet reference source in the non-drag state; and the micro-thruster can generate a reactionary control force according to the relative displacement between the satellite parent body and the load platform, and drive the satellite parent body to track the load platform , to achieve the second level without drag. The overall system adopts a two-stage drag-free structure, uses electrostatic suspension to achieve zero-stiffness vibration isolation, uses electrostatic drive to achieve active vibration reduction, and integrates to achieve the suppression of micro-vibration.

一种面向静电悬浮式双级无拖曳平台的零刚度隔振方法,如图2所示,具体步骤如下:A zero-stiffness vibration isolation method for an electrostatically suspended two-stage dragless platform, as shown in Figure 2, the specific steps are as follows:

(1)对静电悬浮平台系统电压与静电力的转化环节进行线性化处理;具体步骤为:(1) Linearize the conversion link between the voltage and electrostatic force of the electrostatic levitation platform system; the specific steps are:

(1a)在差分电容模型中,实际系统中间电极静电力Fe的计算公式为:(1a) In the differential capacitance model, the formula for calculating the electrostatic force F e of the middle electrode in the actual system is:

式中,εr为相对介电常数,ε0为真空介电常数,A为一块电容极板有效面积,Vs_eff为高频交流激励电压有效值,Vr为预载电压(偏置直流电压),Vb为反馈电压,d0为标称间隙,x为悬浮体偏离中心位置的位移;In the formula, ε r is the relative permittivity, ε 0 is the vacuum permittivity, A is the effective area of a capacitor plate, V s_eff is the effective value of high-frequency AC excitation voltage, V r is the preload voltage (bias DC voltage ), V b is the feedback voltage, d 0 is the nominal gap, and x is the displacement of the suspension from the center position;

(1b)忽略电极静电力Fe中位移高阶小量,此时电极静电力Fe的计算公式为:(1b) Neglecting the high-order small amount of displacement in the electrode electrostatic force F e , the calculation formula of the electrode electrostatic force F e is:

(1c)对静电负刚度进行分离,所述静电负刚度的计算公式为:(1c) Separating the electrostatic negative stiffness, the calculation formula of the electrostatic negative stiffness is:

(1d)强制静电负刚度为0,完成反馈电压与电极静电力线性化。(1d) Force the electrostatic negative stiffness to be 0, and complete the linearization of the feedback voltage and the electrode electrostatic force.

在上述公式中,电极静电力Fe与悬浮体偏离中心位置的位移x有关,在未进行线性化时,静电悬浮系统的静电负刚度Ke为电极静电力Fe对悬浮体偏离中心位置的位移x求偏导。In the above formula, the electrode electrostatic force F e is related to the displacement x of the suspension from the center position. When no linearization is performed, the electrostatic negative stiffness K e of the electrostatic levitation system is the effect of the electrode electrostatic force F e on the suspension from the center position Find the partial derivative with displacement x.

对静电悬浮系统进行线性化设计后,可以将Ke视为0。After the linearization design of the electrostatic levitation system, K e can be regarded as 0.

(2)针对静电悬浮式双级无拖曳平台,进行静电驱动及微推驱动控制算法设计;(2) Design the control algorithm of electrostatic drive and micro-push drive for the electrostatic suspension two-stage non-drag platform;

此处所提到的控制算法设计,由于设计的控制算法是面向静电负刚度消除后的系统,即载荷平台与卫星本体间的相对位移变化不会产生静电力的变化,从而使超静平台中的两级无拖曳系统完全解耦,因此可以采用现有技术(二阶最优控制模型或常规PID控制器等设计方法)分别独立设计的方式实现优良的控制器。The control algorithm design mentioned here, because the designed control algorithm is oriented to the system after the electrostatic negative stiffness is eliminated, that is, the relative displacement change between the load platform and the satellite body will not produce a change in the electrostatic force, so that the ultra-static platform The two-stage drag-free system is completely decoupled, so the existing technology (second-order optimal control model or design methods such as conventional PID controllers) can be used to independently design excellent controllers.

(3)根据步骤(2)所得控制算法对控制算法输出进行非线性调制,并利用调制后的控制算法输出替代原算法输出。(3) According to the control algorithm obtained in step (2), the output of the control algorithm is nonlinearly modulated, and the output of the modulated control algorithm is used to replace the output of the original algorithm.

对差分电容两端加载的反馈电压进行非线性调制,得到调制后输出的上反馈电压及下反馈电压,其中上反馈电压Vb_up、下反馈电压Vb_down的计算方法分别为:The feedback voltage loaded on both ends of the differential capacitor is nonlinearly modulated to obtain the modulated output upper feedback voltage and lower feedback voltage. The calculation methods of the upper feedback voltage V b_up and the lower feedback voltage V b_down are respectively:

其中,载荷平台相对位移的计算公式如下:Among them, the relative displacement of the load platform The calculation formula of is as follows:

将非线性调制所得的反馈电压作为差分电容两边加载的调制后的反馈电压,此时实际电极静电力Fe′的计算公式为:The feedback voltage obtained by nonlinear modulation is used as the modulated feedback voltage loaded on both sides of the differential capacitor. At this time, the calculation formula of the actual electrode electrostatic force F e ′ is:

所得实际电极静电力Fe′的计算公式不受局域线性化结果,而是调制后实现的实际电极静电力大小,由公式可知,在零刚度的条件下,实际电极静电力大小与悬浮体偏离中心位置的位移x无关,从而保证平台系统不受大振幅的影响,达到了更好的隔振效果,如图3所示。The calculation formula of the actual electrode electrostatic force F e ′ is not affected by the local linearization result, but the actual electrode electrostatic force after modulation. It can be seen from the formula that under the condition of zero stiffness, the actual electrode electrostatic force has the same value as the suspension The displacement x away from the center position is irrelevant, thus ensuring that the platform system is not affected by large amplitudes and achieving a better vibration isolation effect, as shown in Figure 3.

如图4所示,当进行线性化设计后,得到线性化后的系统框图。其中,m为载荷平台的质量,Fn1为作用在载荷平台上的非保守力,x1为载荷平台相对参考质量块的位移;M为卫星母体的质量,Fn2为作用在卫星母体上的非保守力,x2为卫星母体相对参考质量块的位移,K1为载荷平台相对参考质量块的位移到电压的检测增益,G1为静电驱动控制算法,H1为反馈电压到静电力的驱动增益的线性部分,K2为卫星母体相对载荷平台的位移到电压的检测增益,G2为微推进器的控制算法,H2为微推进器的电/力转换增益。As shown in Figure 4, after the linearization design is carried out, the system block diagram after linearization is obtained. Among them, m is the mass of the load platform, F n1 is the non-conservative force acting on the load platform, x 1 is the displacement of the load platform relative to the reference mass; M is the mass of the satellite parent body, F n2 is the force acting on the satellite parent body Non-conservative force, x 2 is the displacement of the satellite parent body relative to the reference mass, K 1 is the detection gain from the displacement of the load platform relative to the reference mass to the voltage, G 1 is the electrostatic drive control algorithm, H 1 is the difference between the feedback voltage and the electrostatic force The linear part of the drive gain, K 2 is the detection gain from the displacement of the satellite parent body relative to the load platform to the voltage, G 2 is the control algorithm of the micro-thruster, and H 2 is the power/force conversion gain of the micro-thruster.

由于最终要将控制器应用于零刚度系统中,为使控制器参数在零刚度系统下性能最优,强制将静电负刚度视为零,得到如图5所示的零刚度线性系统控制框图。Since the controller will be applied to the zero-stiffness system in the end, in order to optimize the performance of the controller parameters in the zero-stiffness system, the electrostatic negative stiffness is forced to be regarded as zero, and the control block diagram of the zero-stiffness linear system is obtained as shown in Figure 5.

如图6所示的构造零刚度后的实际系统控制方法中,建立系统的simulink仿真模型,仿真参数如表1所示。In the actual system control method after constructing zero stiffness as shown in Figure 6, a simulink simulation model of the system is established, and the simulation parameters are shown in Table 1.

表1系统仿真参数Table 1 System Simulation Parameters

参数parameter value 载荷平台质量m/kgMass of load platform m/kg 100100 卫星本体质量M/kgSatellite body mass M/kg 500500 载荷平台-质量块间的位移检测电路增益K1/(V/m)Gain K 1 /(V/m) of the displacement detection circuit between the load platform and the mass block 500000500000 载荷平台-卫星本体间的位移检测电路增益K2/(V/m)Gain K 2 /(V/m) of the displacement detection circuit between the payload platform and the satellite body 3000030000 电容极板有效面积A/m2 Effective area of capacitor plate A/m 2 11 预载电压Vr/VPreload voltage V r /V 10001000 载荷平台-卫星本体间的标称间隙d0/mNominal clearance d 0 /m between payload platform and satellite body 0.0010.001 微推进器力电转换增益H2/(V/N)Electromechanical conversion gain H 2 /(V/N) of micro propulsion 11

其中,f1f2两个环节的综合效果即等效为图5中的H1环节;Among them, the comprehensive effect of f 1 f 2 is equivalent to the H 1 link in Figure 5;

设计的控制器参数为:The designed controller parameters are:

设置作用在卫星母体上的扰动力Fn2的振幅为50N,频率为50Hz,设置作用在载荷平台上的扰动力Fn1为零,仿真可得到悬浮载荷平台的位移对作用在卫星母体上的扰动力Fn2的时域响应,亦即为对卫星母体位移扰动的响应,结果如图7所示。由图7可知波动值几乎为零,毛刺只是数值计算引起的误差。可见,本方法达到了绝对零刚度的隔振效果。Set the amplitude of the disturbing force Fn2 acting on the satellite parent body to 50N, the frequency to 50Hz, and set the disturbing force Fn1 acting on the load platform to zero. The simulation can obtain the displacement of the suspended load platform on the disturbance acting on the satellite parent body. The time-domain response of the dynamic Fn2 , that is, the response to the displacement disturbance of the satellite parent body, is shown in Figure 7. It can be seen from Figure 7 that the fluctuation value is almost zero, and the glitch is only an error caused by numerical calculation. It can be seen that this method achieves the vibration isolation effect of absolute zero stiffness.

本发明说明书中未作详细描述的内容属本领域技术人员的公知技术。The content that is not described in detail in the description of the present invention belongs to the well-known technology of those skilled in the art.

Claims (3)

1. a kind of zero stiffness vibration isolating method without tow platform towards electrostatic suspension formula twin-stage, it is characterised in that including walking as follows Suddenly:
(1) linearization process is carried out to the relationship of electrostatic suspension plateform system feedback voltage and electrode electrostatic force so that force quiet Electric negative stiffness is 0;
(2) on the basis of step (1) is completed, for electrostatic suspension formula twin-stage without tow platform, electrostatic drive is independently carried out Dynamic and micro- control algorithm design for pushing away drive control;
(3) non-linear modulation carried out to the control algolithm output of electrostatic drive controller obtained by step (2), and by non-linear modulation Control algolithm afterwards exports the reality output as electrostatic drive controller.
2. a kind of zero stiffness vibration isolating method without tow platform towards electrostatic suspension formula twin-stage according to claim 1, It is characterized in that:In the step (1), to electrostatic suspension plateform system linearized the specific steps are:
(1a) ignores electrode electrostatic force F in differential capacitance modeleMiddle displacement high-order is a small amount of, by real system target electrostatic Power FeCalculation formula be expressed as:
In formula, εrFor relative dielectric constant, ε0For permittivity of vacuum, A is one piece of capacitor plate effective area, Vs_effFor high frequency Ac-excited voltage effective value, VrFor pre-load voltage, VbFor feedback voltage, d0For nominal gap, x is that suspended substance deviates centre bit The displacement set;
(1b) detaches electrostatic negative stiffness;The calculation formula of the electrostatic negative stiffness is:
It is 0 that (1c), which forces electrostatic negative stiffness, completes feedback voltage and is linearized with electrode electrostatic force.
3. a kind of zero stiffness vibration isolating method without tow platform towards electrostatic suspension formula twin-stage according to claim 1 or 2, It is characterized in that:In the step (3), differential capacitance both sides load modulated feedback voltage include upper feedback voltage and under Feedback voltage, wherein upper feedback voltage Vb_up, lower feedback voltage Vb_downComputational methods be respectively:
Wherein, payload platform relative displacementCalculation formula it is as follows:
In formula, VcAlgorithm output voltage in order to control.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110884695A (en) * 2019-11-26 2020-03-17 中国科学院空间应用工程与技术中心 A high-precision vibration isolation satellite and its control method
CN113219820A (en) * 2021-03-31 2021-08-06 北京控制工程研究所 Method for extracting zero position of negative stiffness force of inertial sensor by using drag-free control
CN114880765A (en) * 2022-04-21 2022-08-09 北京临近空间飞行器系统工程研究所 Method for analyzing negative stiffness stability of thin-wall composite cabin

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2288277B (en) * 1994-04-01 1998-02-25 Nikon Precision Inc Guideless stage with isolated reaction stage
US6196514B1 (en) * 1998-09-18 2001-03-06 Csa Engineering, Inc. Large airborne stabilization/vibration isolation system
CN102606673A (en) * 2012-03-26 2012-07-25 湖南大学 Load-bearing adjustable zero-stiffness electromagnetic vibration isolator and control method thereof
CN106508087B (en) * 2011-04-12 2013-06-19 西北工业大学 A kind of floating microgravity effect ground simulation method is mixed based on magnetic liquid
CN106594172B (en) * 2017-01-12 2019-02-26 北京理工大学 Semi-actively controlled vertical vibration isolator with quasi-zero stiffness

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2288277B (en) * 1994-04-01 1998-02-25 Nikon Precision Inc Guideless stage with isolated reaction stage
US6196514B1 (en) * 1998-09-18 2001-03-06 Csa Engineering, Inc. Large airborne stabilization/vibration isolation system
CN106508087B (en) * 2011-04-12 2013-06-19 西北工业大学 A kind of floating microgravity effect ground simulation method is mixed based on magnetic liquid
CN102606673A (en) * 2012-03-26 2012-07-25 湖南大学 Load-bearing adjustable zero-stiffness electromagnetic vibration isolator and control method thereof
CN106594172B (en) * 2017-01-12 2019-02-26 北京理工大学 Semi-actively controlled vertical vibration isolator with quasi-zero stiffness

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110884695A (en) * 2019-11-26 2020-03-17 中国科学院空间应用工程与技术中心 A high-precision vibration isolation satellite and its control method
CN113219820A (en) * 2021-03-31 2021-08-06 北京控制工程研究所 Method for extracting zero position of negative stiffness force of inertial sensor by using drag-free control
CN113219820B (en) * 2021-03-31 2023-02-24 北京控制工程研究所 A Method of Extracting Negative Stiffness Force Zero Position of Inertial Sensor Using Drag-Free Control
CN114880765A (en) * 2022-04-21 2022-08-09 北京临近空间飞行器系统工程研究所 Method for analyzing negative stiffness stability of thin-wall composite cabin
CN114880765B (en) * 2022-04-21 2024-07-23 北京临近空间飞行器系统工程研究所 Analysis method for negative stiffness stability of thin-wall composite cabin

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