CN113513559B - A Stewart vibration isolation platform based on MFC forward and reverse piezoelectric effect - Google Patents

A Stewart vibration isolation platform based on MFC forward and reverse piezoelectric effect Download PDF

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CN113513559B
CN113513559B CN202110522241.2A CN202110522241A CN113513559B CN 113513559 B CN113513559 B CN 113513559B CN 202110522241 A CN202110522241 A CN 202110522241A CN 113513559 B CN113513559 B CN 113513559B
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CN113513559A (en
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蒲华燕
付士博
王敏
孙翊
丁基恒
张泉
彭艳
谢少荣
罗均
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University of Shanghai for Science and Technology
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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
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/002Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion characterised by the control method or circuitry
    • 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
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems

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Abstract

本发明公开一种基于MFC正逆压电效应的Stewart隔振平台,包括负载上平台和基础下平台,负载上平台的三个角位置处分别固定连接有一个上转接头,基础下平台的三个角位置处分别连接有一个下转接头,三个上转接头与三个下转接头之间连接有六个单腿隔振单元;负载上平台的每条支撑梁上均设置有三对MFC压电纤维贴片,每对MFC压电纤维贴片均包括一个MFC传感器和一个MFC作动器,且每对MFC压电纤维贴片中的MFC传感器和MFC作动器能够角色互换,MFC传感器和MFC作动器分别通过导线电连接有控制器。本发明多个MFC传感器和MFC作动器与控制器结合,能够实现主动控制减振,采用主、被动复合减振技术,可以降低共振峰值的同时,保证高频衰减率,实现较好的隔振效果。

Figure 202110522241

The invention discloses a Stewart vibration isolation platform based on the forward and reverse piezoelectric effect of MFC, which includes an upper platform of a load and a lower platform of a foundation, three corner positions of the upper platform of a load are respectively fixedly connected with an upper adapter, and three corners of the lower platform of a foundation are respectively fixedly connected. One lower adapter is connected to each of the corner positions, and six single-leg vibration isolation units are connected between the three upper adapters and the three lower adapters; each support beam of the load platform is equipped with three pairs of MFC piezoelectric fibers Each pair of MFC piezoelectric fiber patches includes an MFC sensor and an MFC actuator, and the MFC sensor and MFC actuator in each pair of MFC piezoelectric fiber patches can exchange roles, and the MFC sensor and MFC The actuators are respectively electrically connected to the controller through wires. The combination of multiple MFC sensors, MFC actuators and controllers in the present invention can realize active control vibration reduction, and adopt active and passive composite vibration reduction technology, which can reduce the resonance peak while ensuring high-frequency attenuation rate and achieving better isolation vibration effect.

Figure 202110522241

Description

一种基于MFC正逆压电效应的Stewart隔振平台A Stewart vibration isolation platform based on MFC forward and reverse piezoelectric effect

技术领域technical field

本发明涉及精密隔振技术领域,特别是涉及一种基于MFC正逆压电效应的Stewart隔振平台。The invention relates to the technical field of precision vibration isolation, in particular to a Stewart vibration isolation platform based on MFC forward and reverse piezoelectric effects.

背景技术Background technique

近年来,随着精密设备使用的增多,对其性能需求的变高,精密设备的隔振要求也不断提高。在众多的隔振器中,基于Stewart平台的隔振平台,因其易于解耦,承载大等特点,成为最受关注的隔振方法之一。常见的隔振技术分为被动隔振和主动隔振,其中,主动隔振因其性能好而被广泛地研究何应用。In recent years, with the increase in the use of precision equipment, the performance requirements have become higher, and the vibration isolation requirements for precision equipment have also continued to increase. Among the many vibration isolators, the vibration isolation platform based on the Stewart platform has become one of the most concerned vibration isolation methods because of its characteristics of easy decoupling and large load capacity. Common vibration isolation technologies are divided into passive vibration isolation and active vibration isolation, among which active vibration isolation has been widely studied and applied because of its good performance.

主动隔振的隔振性能主要由作动器决定,常见的作动器包括压电式、电磁式、液压式等,其中,压电式作动器以低功耗、高响应、精度高等优点突出。常见的压电式作动器有叠堆式、片陶瓷、MFC(压电纤维复合材料)等,MFC具有重量轻、体积小、响应快、精度高、作动力大、低刚度等特点,并且可以同时用作传感器和作动器,使用灵活。The vibration isolation performance of active vibration isolation is mainly determined by actuators. Common actuators include piezoelectric, electromagnetic, hydraulic, etc. Among them, piezoelectric actuators have the advantages of low power consumption, high response, and high precision. protrude. Common piezoelectric actuators include stacked, sheet ceramic, MFC (piezoelectric fiber composite), etc. MFC has the characteristics of light weight, small size, fast response, high precision, large operating power, and low stiffness. It can be used as a sensor and an actuator at the same time, and it is flexible to use.

中国专利文献CN108593246A提供了一种基于压电陶瓷的风洞模型主动抑振装置。该装置使用适当数量的压电陶瓷作为作动器,并安装在尾撑支杆上的多个阶梯凹槽中,利用压电陶瓷动态响应快、作动力大的特点,对模型俯仰、偏航振动进行有效抑制。但是没有对振动干扰信号的检测和主动隔振控制进行研究。Chinese patent document CN108593246A provides an active vibration suppression device based on a piezoelectric ceramic wind tunnel model. The device uses an appropriate number of piezoelectric ceramics as actuators, and is installed in multiple stepped grooves on the tail support rod. Using the characteristics of fast dynamic response and large actuating power of piezoelectric ceramics, it can control the pitch and yaw of the model. Vibration is effectively suppressed. But there is no research on the detection of vibration interference signal and active vibration isolation control.

中国专利文献CN111458013A提供了一种平台隔振用压电纤维复合材料(MFC)传感装置。该装置采用压电陶瓷纤维复合材料制备而成,利用其精度高、响应快等特点,捕获各个方向的振动能量,并转换成电信号,从而实现传感器的作用。但是其作用单一,没有考虑作动器的作用。Chinese patent document CN111458013A provides a piezoelectric fiber composite (MFC) sensing device for platform vibration isolation. The device is made of piezoelectric ceramic fiber composite material, which uses its high precision and fast response to capture vibration energy in all directions and convert it into electrical signals, thereby realizing the function of a sensor. But its function is single, and the effect of the actuator is not considered.

发明内容Contents of the invention

本发明的目的是提供一种基于MFC正逆压电效应的Stewart隔振平台,以解决上述现有技术存在的问题,采用主、被动复合减振技术,可以降低共振峰值的同时,保证高频衰减率,实现较好的隔振效果,且反应灵敏,安全可靠。The purpose of the present invention is to provide a Stewart vibration isolation platform based on MFC positive and negative piezoelectric effects to solve the problems in the prior art. The active and passive composite vibration reduction technology can reduce the resonance peak while ensuring high frequency The attenuation rate achieves a good vibration isolation effect, and the response is sensitive, safe and reliable.

为实现上述目的,本发明提供了如下方案:To achieve the above object, the present invention provides the following scheme:

本发明提供一种基于MFC正逆压电效应的Stewart隔振平台,包括分别呈三角形结构的负载上平台和基础下平台,所述负载上平台水平转动120度后三个角的竖直投影与所述基础下平台的三个角的竖直投影重合,所述负载上平台的三个角位置处分别固定连接有一个上转接头,所述基础下平台的三个角位置处分别连接有一个下转接头,三个所述上转接头与三个所述下转接头之间连接有六个单腿隔振单元,相邻的单腿隔振单元相互垂直,相对的单腿隔振单元相互平行,整体呈立方体构型,方便解耦;所述负载上平台的每条支撑梁上均设置有三对MFC压电纤维贴片,每对所述MFC压电纤维贴片均包括一个MFC传感器和一个MFC作动器,利用压电的正逆效应,每对所述MFC压电纤维贴片中的每个MFC都可以根据实际需求,进行传感器和作动器的角色转换,只需要根据压电的正逆效应,在控制环路进行切换即可。即本发明中每对所述MFC压电纤维贴片既可以作为MFC传感器,又可以作为MFC作动器,可以实现同一种材料/装置,MFC传感器和作动器角色的互换,所述MFC传感器和MFC作动器分别通过导线电连接有控制器,多个所述MFC传感器和MFC作动器与所述控制器结合,能够实现主动控制减振。The present invention provides a Stewart vibration isolation platform based on MFC forward and reverse piezoelectric effect, which includes a load upper platform and a foundation lower platform respectively in a triangular structure, and the vertical projection of the three angles after the load upper platform rotates 120 degrees horizontally and The vertical projections of the three corners of the lower platform of the foundation are coincident, the three corner positions of the upper platform of the load are respectively fixedly connected with an upper transfer joint, and the three corner positions of the lower platform of the foundation are respectively connected with a The lower transfer joints, six single-leg vibration isolation units are connected between the three upper transfer joints and the three lower transfer joints, the adjacent single-leg vibration isolation units are perpendicular to each other, and the opposite single-leg vibration isolation units are connected to each other Parallel, the overall cubic configuration is convenient for decoupling; each support beam of the load platform is equipped with three pairs of MFC piezoelectric fiber patches, and each pair of MFC piezoelectric fiber patches includes an MFC sensor and an MFC Actuators, using the positive and negative effects of piezoelectricity, each MFC in each pair of MFC piezoelectric fiber patches can switch the roles of sensors and actuators according to actual needs, and only need to be based on the positive and negative effects of piezoelectricity. Inverse effect, just switch in the control loop. That is, each pair of MFC piezoelectric fiber patches in the present invention can be used as both an MFC sensor and an MFC actuator, and can realize the same material/device, the exchange of the roles of the MFC sensor and the actuator, and the MFC The sensors and the MFC actuators are respectively electrically connected to the controller through wires, and multiple MFC sensors and MFC actuators are combined with the controller to realize active control of vibration reduction.

可选的,六个所述单腿隔振单元结构相同;每个所述单腿隔振单元均包括依次固定连接的上端盖、中间保持架和下端盖;所述上端盖内设置有压簧式负刚度结构,所述压簧式负刚度结构顶端贯穿所述上端盖后连接有上端柔性铰链,所述下端盖底部固定连接有下端柔性铰链。Optionally, the six single-leg vibration isolation units have the same structure; each of the single-leg vibration isolation units includes an upper end cover, a middle cage and a lower end cover fixedly connected in sequence; a compression spring is arranged inside the upper end cover The top end of the compression spring negative stiffness structure penetrates the upper end cover and is connected with an upper flexible hinge, and the bottom of the lower end cover is fixedly connected with a lower flexible hinge.

可选的,所述上端盖内壁上固定设置有两个连接凸缘;所述压簧式负刚度结构包括三向转接头,所述三向转接头位于下方的两端分别通过压簧与所述上端盖内壁上的连接凸缘固定连接,所述三向转接头位于上方的一端通过压簧固定连接有支撑杆,所述支撑杆贯穿所述上端盖顶部后与所述上端柔性铰链固定连接。Optionally, two connecting flanges are fixedly arranged on the inner wall of the upper end cover; the compression spring type negative stiffness structure includes a three-way adapter, and the two ends of the three-way adapter are located at the bottom respectively through the compression spring and the The connecting flange on the inner wall of the upper end cover is fixedly connected, the upper end of the three-way adapter is fixedly connected with a support rod through a compression spring, and the support rod penetrates the top of the upper end cover and is fixedly connected with the upper flexible hinge .

可选的,所述上转接头顶部一侧设置有连接块,所述连接块上开设有两个平行设置的第一连接孔,所述上转接头靠近连接块的一侧开设有两个对称的斜面,两个所述斜面上开设有垂直设置的两个第二连接孔,所述上转接头与所述下转接头结构相同;所述上转接头的第一连接孔通过螺钉与所述负载上平台固定连接,所述下转接头的第一连接孔通过螺钉与所述基础下平台固定连接。Optionally, a connection block is provided on one side of the top of the upper transfer joint, and two parallel first connection holes are opened on the connection block, and two symmetrical openings are provided on the side of the upper transfer joint near the connection block The two inclined surfaces are provided with two vertically arranged second connection holes, and the structure of the upper transfer joint is the same as that of the lower transfer joint; the first connection hole of the upper transfer joint is connected to the The upper platform of the load is fixedly connected, and the first connection hole of the lower adapter is fixedly connected with the lower platform of the foundation through screws.

可选的,三个所述上转接头分别为第一上转接头、第二上转接头和第三上转接头,三个所述下转接头分别为第一下转接头、第二下转接头和第三下转接头;六个所述单腿隔振单元分别为第一单腿隔振单元、第二单腿隔振单元、第三单腿隔振单元、第四单腿隔振单元、第五单腿隔振单元和第六单腿隔振单元;所述第一上转接头的两个第二连接孔分别与第一单腿隔振单元和第六单腿隔振单元的上端柔性铰链固定连接,所述第二上转接头的两个第二连接孔分别与第二单腿隔振单元和第三单腿隔振单元的上端柔性铰链固定连接,所述第三上转接头的两个第二连接孔分别与第四单腿隔振单元和第五单腿隔振单元的上端柔性铰链固定连接;所述第一下转接头的两个第二连接孔分别与第一单腿隔振单元和第二单腿隔振单元的下端柔性铰链固定连接,所述第二下转接头的两个第二连接孔分别与第三单腿隔振单元和第四单腿隔振单元的下端柔性铰链固定连接,所述第三下转接头的两个第二连接孔分别与第五单腿隔振单元和第六单腿隔振单元的下端柔性铰链固定连接。Optionally, the three upper transfer joints are respectively the first upper transfer joint, the second upper transfer joint and the third upper transfer joint, and the three lower transfer joints are respectively the first lower transfer joint and the second lower transfer joint. connector and the third lower adapter; the six single-leg vibration isolation units are respectively the first single-leg vibration isolation unit, the second single-leg vibration isolation unit, the third single-leg vibration isolation unit, and the fourth single-leg vibration isolation unit , the fifth single-leg vibration-isolation unit and the sixth single-leg vibration-isolation unit; the two second connection holes of the first upper adapter are respectively connected to the upper ends of the first single-leg vibration-isolation unit and the sixth single-leg vibration-isolation unit The flexible hinge is fixedly connected, and the two second connection holes of the second upper transfer joint are fixedly connected with the upper end flexible hinges of the second single-leg vibration isolation unit and the third single-leg vibration isolation unit respectively, and the third upper transfer joint The two second connection holes of the first lower adapter are respectively fixedly connected with the upper end flexible hinges of the fourth single-leg vibration isolation unit and the fifth single-leg vibration isolation unit; The leg vibration isolation unit is fixedly connected with the flexible hinge at the lower end of the second single leg vibration isolation unit, and the two second connection holes of the second lower transfer joint are connected with the third single leg vibration isolation unit and the fourth single leg vibration isolation unit respectively. The lower ends of the flexible hinges are fixedly connected, and the two second connection holes of the third lower adapter are respectively fixedly connected with the lower end flexible hinges of the fifth single-leg vibration isolation unit and the sixth single-leg vibration isolation unit.

可选的,所述负载上平台的每条支撑梁上设置的三个MFC传感器分别为第一MFC传感器、第二MFC传感器和第三MFC传感器,三个MFC作动器分别为第一MFC作动器、第二MFC作动器和第三MFC作动器;所述第一MFC传感器和第一MFC作动器对称设置于所述负载上平台支撑梁的上下两个表面上,所述第二MFC传感器和第二MFC作动器对称嵌设于所述负载上平台的横截面处,所述第三MFC传感器和第三MFC作动器对称设置于所述负载上平台支撑梁的上下两个表面上;所述第二MFC传感器和第二MFC作动器位于所述第一MFC传感器和第三MFC传感器之间的位置处。一对嵌在负载上平台支撑的横向截面上,可以使负载上平台支撑产生横向的微位移;另外两对嵌在负载上平台支撑的表面上,可以使得负载上平台支撑产生垂向的微位移。传感器感知外界振动信号,将振动信号通过导线传递给控制器,控制器将控制信号通过导线传递给作动器,实时控制作动器产生位移以抵消外界振动。Optionally, the three MFC sensors provided on each support beam of the loading platform are respectively the first MFC sensor, the second MFC sensor and the third MFC sensor, and the three MFC actuators are the first MFC actuators respectively. actuator, the second MFC actuator and the third MFC actuator; the first MFC sensor and the first MFC actuator are symmetrically arranged on the upper and lower surfaces of the load platform support beam, and the first The second MFC sensor and the second MFC actuator are symmetrically embedded in the cross section of the load upper platform, and the third MFC sensor and the third MFC actuator are symmetrically arranged on the upper and lower sides of the load upper platform support beam. on a surface; the second MFC sensor and the second MFC actuator are located between the first MFC sensor and the third MFC sensor. One pair is embedded in the transverse section of the platform support on the load, which can cause the platform support on the load to produce lateral micro-displacement; the other two pairs are embedded on the surface of the platform support on the load, which can cause the platform support on the load to produce vertical micro-displacement . The sensor perceives the external vibration signal, transmits the vibration signal to the controller through the wire, and the controller transmits the control signal to the actuator through the wire, and controls the displacement of the actuator in real time to offset the external vibration.

可选的,所述上端盖、中间保持架和下端盖的端面上均分别开设有对称的连接螺纹孔,所述连接螺纹孔内用于穿设长螺栓,所述上端盖、中间保持架和下端盖之间通过长螺栓固定连接。Optionally, symmetrical connecting threaded holes are respectively opened on the end surfaces of the upper end cover, the middle cage and the lower end cover, and the connecting threaded holes are used for passing long bolts, and the upper end cover, the middle cage and the The lower end covers are fixedly connected by long bolts.

可选的,所述负载上平台为等腰三角形结构,且所述负载上平台的三个角外侧位置处开设有水平连接端面,所述上转接头固定设置于所述水平连接端面处,所述负载上平台内设置有三个加强杆,三个所述加强杆一端分别与所述负载上平台的一个角连接,并位于所在角的等分线上,三个所述加强杆另一端在所述负载上平台外接圆的圆心位置处固定连接;所述基础下平台为等腰三角形结构,且所述基础下平台的三个角外侧位置处开设有水平连接端面,所述下转接头固定设置于所述水平连接端面处,所述基础下平台内设置有三个加强杆,三个所述加强杆一端分别与所述基础下平台的一个角连接,并位于所在角的等分线上,三个所述加强杆另一端在所述基础下平台外接圆的圆心位置处固定连接。Optionally, the load upper platform has an isosceles triangle structure, and horizontal connection end surfaces are provided at the outer positions of the three corners of the load upper platform, and the upper transfer joint is fixedly arranged at the horizontal connection end surface. Three reinforcing rods are arranged in the upper platform of the load, one end of the three reinforcing rods is respectively connected to a corner of the upper platform of the load, and is located on the bisector of the corner, and the other ends of the three reinforcing rods are on the The center of the circumscribed circle of the upper platform of the load is fixedly connected; the lower platform of the foundation is an isosceles triangle structure, and a horizontal connection end surface is provided at the outer positions of the three corners of the lower platform of the foundation, and the lower transfer joint is fixedly arranged At the end face of the horizontal connection, three reinforcement rods are arranged in the lower platform of the foundation, and one end of the three reinforcement rods is respectively connected to a corner of the lower platform of the foundation, and is located on the bisector of the corner. The other ends of the reinforcing rods are fixedly connected at the center of the circumscribed circle of the platform under the foundation.

可选的,所述负载上平台的加强杆宽度小于所述负载上平台的支撑梁的宽度;使得MFC压电纤维压片的作用起到主要作用。所述基础下平台的加强杆的宽度大于所述基础下平台的支撑梁的宽度,提高基础下平台的承载能力。所述负载上平台和基础下平台三个角均带有螺纹孔,所述螺纹孔用于与上转接头或下转接头连接。Optionally, the width of the reinforcing bar of the platform on the load is smaller than the width of the support beam of the platform on the load; so that the MFC piezoelectric fiber press sheet plays a major role. The width of the reinforcing bar of the platform under the foundation is greater than the width of the supporting beams of the platform under the foundation, so as to improve the bearing capacity of the platform under the foundation. The three corners of the load upper platform and the foundation lower platform are provided with threaded holes, and the threaded holes are used to connect with the upper adapter or the lower adapter.

本发明主动隔振单元中,MFC传感器用来接收负载平台的振动干扰信号,并通过导线传递给控制器;控制器选用的控制算法对振动干扰信号进行实时,得到实时的控制信号,并通过导线传递给MFC作动器;实时的控制信号驱动MFC作动器产生相应的作动力,并于振动干扰信号相抵消,以减小负载平台的振动,以实现振动主动控制。In the active vibration isolation unit of the present invention, the MFC sensor is used to receive the vibration interference signal of the load platform, and transmit it to the controller through the wire; It is transmitted to the MFC actuator; the real-time control signal drives the MFC actuator to generate the corresponding actuation force, and offsets the vibration interference signal to reduce the vibration of the load platform to achieve active vibration control.

本发明隔振平台基于Stewart构型,采用主动控制方法,具体而言,包括下述步骤:The vibration isolation platform of the present invention is based on the Stewart configuration and adopts an active control method. Specifically, it includes the following steps:

(1)传感器接收振动干扰信号(1) The sensor receives the vibration interference signal

本发明中的MFC传感器用来接收负载平台在振动干扰下的振动信号,当负载平台产生振动变形时,MFC传感器会产生相应的电荷量,产生的电荷量与负载平台的变形量成正比。由MFC传感器接收到的振动干扰信号pi(i=1,...,9)经由导线传递给控制器。The MFC sensor in the present invention is used to receive the vibration signal of the load platform under vibration interference. When the load platform vibrates and deforms, the MFC sensor will generate a corresponding amount of charge, which is proportional to the deformation of the load platform. Vibration disturbance signals p i (i=1, . . . , 9) received by the MFC sensor are transmitted to the controller via wires.

(2)控制器计算振动干扰信号(2) The controller calculates the vibration interference signal

从MFC传感器传递到控制器的振动干扰信号,会通过控制算法进行计算,计算得到的输出信号即为作动器的控制信号。由控制器计算得到的控制信号经由导线传递给MFC作动器。The vibration interference signal transmitted from the MFC sensor to the controller will be calculated through the control algorithm, and the calculated output signal is the control signal of the actuator. The control signal calculated by the controller is transmitted to the MFC actuator via wires.

(3)作动器输出作动力(3) Actuator output power

从控制器传递到MFC作动器的控制信号,会驱动MFC作动器产生相应的作动力,产生的作动力会与振动干扰信号相抵消,以使负载平台恢复原状,从而实现Stewart隔振平台的主动控制。The control signal transmitted from the controller to the MFC actuator will drive the MFC actuator to generate corresponding actuation force, and the generated actuation force will offset the vibration interference signal to restore the load platform to its original state, thereby realizing the Stewart vibration isolation platform active control.

所述的控制器计算振动干扰信号步骤中,所用的控制算法可以是PID控制、自适应RLS算法、自适应LMS算法等。In the step of calculating the vibration interference signal by the controller, the control algorithm used may be PID control, adaptive RLS algorithm, adaptive LMS algorithm and the like.

PI积分力控制出自经典控制算法PID控制,参见书目《自动调节系统解析与PID整定》,白志刚著,北京,化学工业出版社,2012。PI integral force control comes from the classic control algorithm PID control, see the bibliography "Automatic Regulatory System Analysis and PID Tuning", written by Bai Zhigang, Beijing, Chemical Industry Press, 2012.

自适应RLS算法或者自适应LMS算法均出自《自适应控制》,柴天佑、岳恒著,北京,清华大学出版社,2016。Adaptive RLS algorithm or adaptive LMS algorithm are both from "Adaptive Control", written by Chai Tianyou and Yue Heng, Beijing, Tsinghua University Press, 2016.

本发明相对于现有技术取得了以下技术效果:Compared with the prior art, the present invention has achieved the following technical effects:

本发明隔振平台采用的MFC具有重量轻、体积小、响应快、精度高、作动力大、低刚度等特点,并且易粘接在各种结构上,方便安装。多个MFC的使用可实现Stewart构型隔振平台的主动控制减振,采用的传感器和作动器均为MFC,根据实际需求,每一片MFC都可以实现角色转换,可以作为MFC传感器或MFC作动器使用,无需改变其原有结构及位置,只需要根据压电的正逆效应,在控制环路进行切换即可实现MFC的角色互换,使其作为MFC传感器或MFC作动器使用。六条单腿隔振单元均包含压簧式负刚度结构,以保证六条单腿隔振单元刚度较低,使得MFC作动器的作用占主导地位。The MFC used in the vibration isolation platform of the present invention has the characteristics of light weight, small size, fast response, high precision, large operating force, low rigidity, etc., and is easy to be bonded to various structures for convenient installation. The use of multiple MFCs can realize the active control and vibration reduction of the Stewart configuration vibration isolation platform. The sensors and actuators used are both MFCs. According to actual needs, each piece of MFC can realize role switching, and can be used as an MFC sensor or as an MFC. It can be used as an actuator without changing its original structure and position. It only needs to switch in the control loop according to the positive and negative effects of piezoelectricity to realize the role exchange of MFC, so that it can be used as an MFC sensor or an MFC actuator. The six single-leg vibration isolation units all contain compression spring negative stiffness structures to ensure that the stiffness of the six single-leg vibration isolation units is low, making the MFC actuator play a dominant role.

本发明隔振平台分为被动隔振单元和主动隔振单元,负载上平台、基础下平台、单腿单元、转接头共同组成被动隔振单元。MFC传感器、控制器、MFC作动器以及导线组成的闭环控制回路为主动控制单元。被动隔振单元保障了隔振性能的可靠性,当主动隔振单元失效时,隔振平台仍有一定的隔振效果。主动隔振单元提高了隔振性能,使得隔振平台在低频共振处和高频处都有不错的隔振性能。The vibration isolation platform of the present invention is divided into a passive vibration isolation unit and an active vibration isolation unit, and the load upper platform, the foundation lower platform, the single leg unit and the adapter jointly form the passive vibration isolation unit. The closed-loop control loop composed of MFC sensor, controller, MFC actuator and wire is the active control unit. The passive vibration isolation unit ensures the reliability of the vibration isolation performance. When the active vibration isolation unit fails, the vibration isolation platform still has a certain vibration isolation effect. The active vibration isolation unit improves the vibration isolation performance, so that the vibration isolation platform has good vibration isolation performance at low frequency resonance and high frequency.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings required in the embodiments. Obviously, the accompanying drawings in the following description are only some of the present invention. Embodiments, for those of ordinary skill in the art, other drawings can also be obtained based on these drawings without any creative effort.

图1为本发明基于MFC正逆压电效应的Stewart隔振平台的总体结构示意图;Fig. 1 is the overall structure schematic diagram of the Stewart vibration isolation platform based on MFC positive and negative piezoelectric effect of the present invention;

图2为本发明基于MFC正逆压电效应的Stewart隔振平台的单腿隔振单元结构示意图;Fig. 2 is the structural schematic diagram of the single-leg vibration isolation unit of the Stewart vibration isolation platform based on the MFC forward and reverse piezoelectric effect in the present invention;

图3为本发明基于MFC正逆压电效应的Stewart隔振平台的压簧式负刚度结构示意图;Fig. 3 is the schematic diagram of the compression spring type negative stiffness structure of the Stewart vibration isolation platform based on the MFC forward and reverse piezoelectric effect in the present invention;

图4为本发明基于MFC正逆压电效应的Stewart隔振平台的柔性铰链结构示意图;Fig. 4 is the schematic diagram of the flexible hinge structure of the Stewart vibration isolation platform based on the forward and reverse piezoelectric effect of MFC in the present invention;

图5为本发明基于MFC正逆压电效应的Stewart隔振平台的上端盖结构示意图;5 is a schematic diagram of the structure of the upper end cover of the Stewart vibration isolation platform based on the forward and reverse piezoelectric effect of MFC in the present invention;

图6为本发明基于MFC正逆压电效应的Stewart隔振平台的中间保持架结构示意图;Fig. 6 is a structural schematic diagram of the intermediate cage of the Stewart vibration isolation platform based on the MFC forward and reverse piezoelectric effect according to the present invention;

图7为本发明基于MFC正逆压电效应的Stewart隔振平台的下端盖结构示意图;7 is a schematic diagram of the structure of the lower end cover of the Stewart vibration isolation platform based on the forward and reverse piezoelectric effect of MFC in the present invention;

图8为本发明基于MFC正逆压电效应的Stewart隔振平台的负载平台结构示意图;Fig. 8 is a schematic diagram of the load platform structure of the Stewart vibration isolation platform based on the MFC forward and reverse piezoelectric effect in the present invention;

图9为本发明基于MFC正逆压电效应的Stewart隔振平台的基础平台结构示意图;Fig. 9 is a schematic diagram of the basic platform structure of the Stewart vibration isolation platform based on the forward and reverse piezoelectric effect of MFC in the present invention;

图10为本发明基于MFC正逆压电效应的Stewart隔振平台的转接头结构示意图;Fig. 10 is a schematic diagram of the adapter structure of the Stewart vibration isolation platform based on the MFC forward and reverse piezoelectric effect according to the present invention;

图11为本发明基于MFC正逆压电效应的Stewart隔振平台中Stewart构型的几何原理示意图;11 is a schematic diagram of the geometric principle of the Stewart configuration in the Stewart vibration isolation platform based on the MFC forward and reverse piezoelectric effect in the present invention;

图12(a)为传统的被动隔振平台作用机理示意图;Figure 12(a) is a schematic diagram of the mechanism of action of a traditional passive vibration isolation platform;

图12(b)为本发明基于MFC正逆压电效应的Stewart隔振平台作用机理及其控制原理示意图;Figure 12(b) is a schematic diagram of the action mechanism and control principle of the Stewart vibration isolation platform based on the MFC forward and reverse piezoelectric effect in the present invention;

图13为传统隔振平台、本发明所述被动隔振和本发明所述主动控制下的传递率曲线对比图;Fig. 13 is a comparison chart of the transmissibility curves of the traditional vibration isolation platform, the passive vibration isolation of the present invention and the active control of the present invention;

附图标记说明:基于MFC正逆压电效应的Stewart隔振平台100、负载上平台1、上转接头2、第一上转接头2a、第二上转接头2b、第三上转接头2c、单腿隔振单元3、第一单腿隔振单元3a、第二单腿隔振单元3b、第三单腿隔振单元3c、第四单腿隔振单元3d、第五单腿隔振单元3e、第六单腿隔振单元3f、上端柔性铰链31a、下端柔性铰链31b、上端盖32、连接凸缘321、中间保持架33、下端盖34、支撑杆35、压簧36、三向转接头37、下转接头4、第一下转接头4a、第二下转接头4b、第三下转接头4c、基础下平台5、控制器11、第一MFC传感器12、第一MFC作动器13、第二MFC传感器14、第二MFC作动器15、第三MFC传感器16、第三MFC作动器17。Explanation of reference numerals: Stewart vibration isolation platform 100 based on MFC forward and reverse piezoelectric effect, load upper platform 1, upper adapter 2, first upper adapter 2a, second upper adapter 2b, third upper adapter 2c, Single leg vibration isolation unit 3, first single leg vibration isolation unit 3a, second single leg vibration isolation unit 3b, third single leg vibration isolation unit 3c, fourth single leg vibration isolation unit 3d, fifth single leg vibration isolation unit 3e, sixth single-leg vibration isolation unit 3f, upper flexible hinge 31a, lower flexible hinge 31b, upper end cover 32, connecting flange 321, middle cage 33, lower end cover 34, support rod 35, pressure spring 36, three-way steering Joint 37, lower adapter 4, first lower adapter 4a, second lower adapter 4b, third lower adapter 4c, foundation lower platform 5, controller 11, first MFC sensor 12, first MFC actuator 13. A second MFC sensor 14 , a second MFC actuator 15 , a third MFC sensor 16 , and a third MFC actuator 17 .

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

本发明的目的是提供一种基于MFC正逆压电效应的Stewart隔振平台,以解决上述现有技术存在的问题,采用主、被动复合减振技术,可以降低共振峰值的同时,保证高频衰减率,实现较好的隔振效果,且反应灵敏,安全可靠。The purpose of the present invention is to provide a Stewart vibration isolation platform based on MFC positive and negative piezoelectric effects to solve the problems in the prior art. The active and passive composite vibration reduction technology can reduce the resonance peak while ensuring high frequency The attenuation rate achieves a good vibration isolation effect, and the response is sensitive, safe and reliable.

为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合附图和具体实施方式对本发明作进一步详细的说明。In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

参考附图1~附图11所示,本发明提供一种基于MFC正逆压电效应的Stewart隔振平台100,包括分别呈三角形结构的负载上平台1和基础下平台5,负载上平台1水平转动120度后三个角的竖直投影与基础下平台5的三个角的竖直投影重合,负载上平台1的三个角位置处分别固定连接有一个上转接头2,基础下平台5的三个角位置处分别连接有一个下转接头4,三个上转接头2与三个下转接头4之间连接有六个单腿隔振单元3,相邻的单腿隔振单元3相互垂直,相对的单腿隔振单元3相互平行,整体呈立方体构型,方便解耦;负载上平台1的每条支撑梁上均设置有三对MFC压电纤维贴片,每对MFC压电纤维贴片均包括一个MFC传感器和一个MFC作动器,利用压电的正逆效应,每对MFC压电纤维贴片中的每个MFC都可以根据实际需求,进行传感器和作动器的角色转换,只需要根据压电的正逆效应,在控制环路进行切换即可。即本发明中每对MFC压电纤维贴片既可以作为MFC传感器,又可以作为MFC作动器,可以实现同一种材料/装置,MFC传感器和作动器角色的互换,MFC传感器和MFC作动器分别通过导线电连接有控制器,多个MFC传感器和MFC作动器与控制器结合,能够实现Stewart构型隔振平台的主动控制减振。Referring to accompanying drawings 1 to 11, the present invention provides a Stewart vibration isolation platform 100 based on the MFC direct and inverse piezoelectric effect, which includes a load upper platform 1 and a foundation lower platform 5 respectively in a triangular structure, and the load upper platform 1 The vertical projection of the three angles after the horizontal rotation of 120 degrees coincides with the vertical projection of the three angles of the platform 5 under the foundation. The three corners of the platform 1 on the load are respectively fixedly connected with an upper adapter 2, and the platform under the foundation The three corner positions of 5 are respectively connected with a lower adapter 4, and there are six single-leg vibration isolation units 3 connected between the three upper adapters 2 and three lower adapters 4, and the adjacent single-leg vibration isolation units 3 are perpendicular to each other, and the opposite single-leg vibration isolation units 3 are parallel to each other, and the overall shape is a cube, which is convenient for decoupling; each support beam of the load platform 1 is equipped with three pairs of MFC piezoelectric fiber patches, and each pair of MFC piezoelectric fiber patches Each patch includes an MFC sensor and an MFC actuator. Using the positive and negative effects of piezoelectricity, each MFC in each pair of MFC piezoelectric fiber patches can switch the roles of sensors and actuators according to actual needs. , only need to switch in the control loop according to the positive and negative effects of piezoelectricity. That is, each pair of MFC piezoelectric fiber patches in the present invention can be used as both an MFC sensor and an MFC actuator, and the same material/device can be realized. The actuators are electrically connected to the controller through wires, and multiple MFC sensors and MFC actuators are combined with the controller to realize the active control and vibration reduction of the Stewart configuration vibration isolation platform.

具体的,六个单腿隔振3单元结构相同;每个单腿隔振单元3均包括依次固定连接的上端盖32、中间保持架33和下端盖34,上端盖32、中间保持架33和下端盖34的端面上均分别开设有对称的连接螺纹孔,连接螺纹孔内用于穿设长螺栓,上端盖32、中间保持架33和下端盖34之间通过长螺栓固定连接;上端盖32内设置有压簧式负刚度结构,压簧式负刚度结构顶端贯穿上端盖32后连接有上端柔性铰链31a,下端盖34底部固定连接有下端柔性铰链31b。由于压簧式负刚度结构的存在,每个单腿隔振单元3在一定的行程内,呈现负刚度,使得整体刚度较软,以保证MFC作动器的作动力可以起到更大的作用。Specifically, the six single-leg vibration isolation units have the same structure; each single-leg vibration isolation unit 3 includes an upper end cover 32, a middle cage 33 and a lower end cover 34 fixedly connected in sequence, and the upper end cover 32, the middle cage 33 and the The end faces of the lower end cover 34 are respectively provided with symmetrical connecting threaded holes, and the connecting threaded holes are used to pass long bolts, and the upper end cover 32, the middle cage 33 and the lower end cover 34 are fixedly connected by long bolts; the upper end cover 32 A compression spring type negative stiffness structure is arranged inside, the top end of the compression spring type negative stiffness structure penetrates the upper end cover 32 and is connected with an upper end flexible hinge 31a, and the bottom of the lower end cover 34 is fixedly connected with a lower end flexible hinge 31b. Due to the existence of the compression spring type negative stiffness structure, each single-leg vibration isolation unit 3 exhibits negative stiffness within a certain stroke, making the overall stiffness softer to ensure that the actuating force of the MFC actuator can play a greater role .

上端盖32内壁上固定设置有两个连接凸缘321;压簧式负刚度结构包括三向转接头37,三向转接头37位于下方的两端分别通过压簧36与上端盖32内壁上的连接凸缘321固定连接,三向转接头37位于上方的一端通过压簧36固定连接有支撑杆35,支撑杆35贯穿上端盖32顶部后与上端柔性铰链31a固定连接。上端柔性铰链31a与支撑杆35通过自身的螺纹杆和螺纹孔连接,连接后穿过上端盖32,并留有一定的间隙,以保证单腿隔振单元在轴向的自由度。下端盖34和下端柔性铰链31b通过自身的螺纹杆和螺纹孔连接,不用留有间隙。当外界振动干扰通过基础下平台5传递到单腿隔振单元3后,压簧式负刚度结构由于负刚度原理会消耗一部分能量,传递到负载上平台1的振动干扰信号,经由MFC传感器接收、控制器11处理输出控制信号后,与MFC作动器产生的作动力相抵消,从而抑制负载上平台1的振动。Two connecting flanges 321 are fixedly arranged on the inner wall of the upper end cover 32; the compression spring type negative stiffness structure includes a three-way adapter 37, and the two ends of the three-way adapter 37 are located at the bottom respectively through the compression spring 36 and the inner wall of the upper end cover 32. The connection flange 321 is fixedly connected, and the upper end of the three-way adapter 37 is fixedly connected with a support rod 35 through a compression spring 36. The support rod 35 penetrates the top of the upper end cover 32 and is fixedly connected with the upper flexible hinge 31a. The upper flexible hinge 31a is connected to the support rod 35 through its own threaded rod and threaded hole, and then passes through the upper end cover 32 with a certain gap to ensure the axial freedom of the single-leg vibration isolation unit. The lower end cover 34 and the lower end flexible hinge 31b are connected through their own threaded rods and threaded holes without leaving a gap. When the external vibration interference is transmitted to the single-leg vibration isolation unit 3 through the platform 5 under the foundation, the compression spring negative stiffness structure will consume part of the energy due to the principle of negative stiffness, and the vibration interference signal transmitted to the load platform 1 is received by the MFC sensor. After the controller 11 processes the output control signal, it cancels out the driving force generated by the MFC actuator, thereby suppressing the vibration of the platform 1 on the load.

上转接头2顶部一侧设置有连接块,连接块上开设有两个平行设置的第一连接孔,上转接头2靠近连接块的一侧开设有两个对称的斜面,两个斜面上开设有垂直设置的两个第二连接孔,上转接头2与下转接头4结构相同;上转接头2的第一连接孔通过螺钉与负载上平台固定连接,下转接头4的第一连接孔通过螺钉与基础下平台5固定连接。三个上转接头2分别为第一上转接头2a、第二上转接头2b和第三上转接头2c,三个下转接头4分别为第一下转接头4a、第二下转接头4b和第三下转接头4c;六个单腿隔振单元3分别为第一单腿隔振单元3a、第二单腿隔振单元3b、第三单腿隔振单元3c、第四单腿隔振单元3d、第五单腿隔振单元3e和第六单腿隔振单元3f;第一上转接头2a的两个第二连接孔分别与第一单腿隔振单元3a和第六单腿隔振单元3f的上端柔性铰链固定连接,第二上转接头2b的两个第二连接孔分别与第二单腿隔振单元3b和第三单腿隔振单元3c的上端柔性铰链固定连接,第三上转接头2c的两个第二连接孔分别与第四单腿隔振单元3d和第五单腿隔振单元3e的上端柔性铰链固定连接;第一下转接头4a的两个第二连接孔分别与第一单腿隔振单元3a和第二单腿隔振单元3b的下端柔性铰链固定连接,第二下转接头4b的两个第二连接孔分别与第三单腿隔振单元3c和第四单腿隔振单元3d的下端柔性铰链固定连接,第三下转接头4c的两个第二连接孔分别与第五单腿隔振单元3e和第六单腿隔振单元3f的下端柔性铰链固定连接。A connecting block is provided on the top side of the upper adapter 2, and two first connecting holes arranged in parallel are opened on the connecting block, and two symmetrical slopes are opened on the side of the upper adapter 2 close to the connecting block, and two symmetrical slopes are opened on the two slopes. There are two second connecting holes arranged vertically. The upper adapter 2 has the same structure as the lower adapter 4; the first connecting hole of the upper adapter 2 is fixedly connected to the upper platform of the load through screws, and the first connecting hole of the lower adapter 4 It is fixedly connected with platform 5 under the foundation by screws. The three upper transfer joints 2 are respectively the first upper transfer joint 2a, the second upper transfer joint 2b and the third upper transfer joint 2c, and the three lower transfer joints 4 are respectively the first lower transfer joint 4a and the second lower transfer joint 4b and the third lower adapter 4c; the six single-leg vibration isolation units 3 are respectively the first single-leg vibration isolation unit 3a, the second single-leg vibration isolation unit 3b, the third single-leg vibration isolation unit 3c, and the fourth single-leg vibration isolation unit vibration unit 3d, the fifth single-leg vibration isolation unit 3e and the sixth single-leg vibration isolation unit 3f; The upper end flexible hinge of the vibration isolation unit 3f is fixedly connected, and the two second connection holes of the second upper adapter 2b are respectively fixedly connected with the upper end flexible hinges of the second single-leg vibration isolation unit 3b and the third single-leg vibration isolation unit 3c, The two second connection holes of the third upper transfer joint 2c are fixedly connected with the upper end flexible hinges of the fourth single-leg vibration isolation unit 3d and the fifth single-leg vibration isolation unit 3e respectively; the two second connection holes of the first lower transfer joint 4a The connection holes are respectively fixedly connected with the flexible hinges at the lower end of the first single-leg vibration isolation unit 3a and the second single-leg vibration isolation unit 3b, and the two second connection holes of the second lower adapter 4b are respectively connected with the third single-leg vibration isolation unit 3c is fixedly connected to the lower end flexible hinge of the fourth single-leg vibration isolation unit 3d, and the two second connection holes of the third lower adapter 4c are respectively connected to the fifth single-leg vibration isolation unit 3e and the sixth single-leg vibration isolation unit 3f. The flexible hinge at the lower end is fixedly connected.

负载上平台1的每条支撑梁上设置的三个MFC传感器分别为第一MFC传感器12、第二MFC传感器14和第三MFC传感器16,三个MFC作动器分别为第一MFC作动器13、第二MFC作动器15和第三MFC作动器17;第一MFC传感器12和第一MFC作动器13对称设置于负载上平台1支撑梁的上下两个表面上,第二MFC传感器14和第二MFC作动器15对称嵌设于负载上平台1支撑梁的横截面处,第三MFC传感器16和第三MFC作动器17对称设置于负载上平台1支撑梁的上下两个表面上;第二MFC传感器14和第二MFC作动器15位于第一MFC传感器12和第三MFC传感器16之间的位置处。其中,第一MFC传感器12和第三MFC传感器16用于接收所在横梁纵向上的振动干扰信号,第二MFC传感器14用于接收所在横梁轴向上的振动干扰信号,由三根横梁上的9个传感器接收的振动干扰信号,共同组成负载平台1的振动情况。第一MFC作动器13和第三MFC作动器17用于提供所在横梁纵向上的作动力,第二MFC作动器15用于提供所在横梁轴向上的作动力,由三根横梁上的9个作动器提供的作动力,共同作用与外界振动干扰信号相抵消,使得负载平台1的振动幅度减小。The three MFC sensors set on each support beam of the loading platform 1 are respectively the first MFC sensor 12, the second MFC sensor 14 and the third MFC sensor 16, and the three MFC actuators are respectively the first MFC actuator 13. The second MFC actuator 15 and the third MFC actuator 17; the first MFC sensor 12 and the first MFC actuator 13 are symmetrically arranged on the upper and lower surfaces of the supporting beam of the loading platform 1, and the second MFC The sensor 14 and the second MFC actuator 15 are symmetrically embedded in the cross section of the support beam of the upper platform 1 on the load, and the third MFC sensor 16 and the third MFC actuator 17 are symmetrically arranged on the upper and lower sides of the support beam of the upper platform 1 on the load. On the surface; the second MFC sensor 14 and the second MFC actuator 15 are located between the first MFC sensor 12 and the third MFC sensor 16 . Among them, the first MFC sensor 12 and the third MFC sensor 16 are used to receive the vibration interference signal in the longitudinal direction of the beam, and the second MFC sensor 14 is used to receive the vibration interference signal in the axial direction of the beam. The vibration interference signals received by the sensors together constitute the vibration condition of the load platform 1 . The first MFC actuator 13 and the third MFC actuator 17 are used to provide the actuating force on the longitudinal direction of the beam, and the second MFC actuator 15 is used to provide the actuating force on the axial direction of the beam. The actuating forces provided by the nine actuators work together to offset the external vibration interference signal, so that the vibration amplitude of the load platform 1 is reduced.

优选的,负载上平台1为等腰三角形结构,且负载上平台1的三个角外侧位置处开设有水平连接端面,上转接头2固定设置于水平连接端面处,负载上平台1内设置有三个加强杆,三个加强杆一端分别与负载上平台1的一个角连接,并位于所在角的等分线上,三个加强杆另一端在负载上平台1外接圆的圆心位置处固定连接;基础下平台5为等腰三角形结构,且基础下平台5的三个角外侧位置处开设有水平连接端面,下转接头4固定设置于水平连接端面处,基础下平台5内设置有三个加强杆,三个加强杆一端分别与基础下平台5的一个角连接,并位于所在角的等分线上,三个加强杆另一端在基础下平台5外接圆的圆心位置处固定连接。负载上平台1的加强杆宽度小于负载上平台1的支撑梁的宽度;基础下平台5的加强杆的宽度大于基础下平台5的支撑梁的宽度。Preferably, the load upper platform 1 is an isosceles triangle structure, and the outer positions of the three corners of the load upper platform 1 are provided with horizontal connection end faces, the upper transfer joint 2 is fixedly arranged at the horizontal connection end faces, and the load upper platform 1 is provided with three One reinforcing rod, one end of the three reinforcing rods is respectively connected to a corner of the load upper platform 1, and is located on the bisector of the corner, and the other ends of the three reinforcing rods are fixedly connected at the center of the circumscribed circle of the load upper platform 1; The lower foundation platform 5 is an isosceles triangle structure, and the three corners of the lower foundation platform 5 are provided with horizontal connection end faces, the lower adapter 4 is fixedly arranged at the horizontal connection end faces, and three reinforcing rods are arranged inside the foundation lower platform 5 , one end of the three reinforcing rods is respectively connected to a corner of the platform 5 under the foundation, and is located on the bisector of the corner, and the other ends of the three reinforcing rods are fixedly connected at the center of the circumcircle of the platform 5 under the foundation. The width of the reinforcing bars of the platform 1 on the load is smaller than the width of the support beams of the platform 1 on the load; the width of the reinforcing bars of the platform 5 under the foundation is greater than the width of the support beams of the platform 5 under the foundation.

本发明每条横梁上的三个MFC传感器、控制器11和三个MFC作动器组成闭环回路,起到主动控制隔振作用。本发明负载上平台1、基础下平台5、单腿隔振单元3、上转接头2和下转接头4共同组成被动隔振单元。当本发明主动隔振单元不工作时,隔振平台相当于被动隔振。The three MFC sensors on each beam of the present invention, the controller 11 and the three MFC actuators form a closed-loop loop to play the role of active control vibration isolation. In the present invention, the load upper platform 1, the foundation lower platform 5, the single-leg vibration isolation unit 3, the upper adapter 2 and the lower adapter 4 together form a passive vibration isolation unit. When the active vibration isolation unit of the present invention is not working, the vibration isolation platform is equivalent to passive vibration isolation.

本发明隔振平台在工作时,外界的振动干扰信号从基础下平台5传递到单腿隔振单元3,单腿隔振单元3中的压簧式负刚度结构,具有负刚度弹簧的作用,可以消耗一部分能量。其余的能量通过单腿隔振单元传递到负载上平台1,在主动控制回路中,MFC传感器接收到负载上平台1的振动干扰信号,并传递给控制器11进行处理,控制器11输出实时地控制信号,驱动MFC作动器产生作动力,与负载上平台1的振动干扰信号相抵消,以减小负载上平台1的振动。When the vibration isolation platform of the present invention is working, external vibration interference signals are transmitted from the platform under the foundation 5 to the single-leg vibration isolation unit 3, and the compression spring type negative stiffness structure in the single-leg vibration isolation unit 3 has the effect of a negative stiffness spring. Some energy can be consumed. The remaining energy is transmitted to the load platform 1 through the single-leg vibration isolation unit. In the active control loop, the MFC sensor receives the vibration interference signal of the load platform 1 and transmits it to the controller 11 for processing. The output of the controller 11 is real-time The control signal drives the MFC actuator to generate actuation force, and offsets the vibration interference signal of the platform 1 on the load to reduce the vibration of the platform 1 on the load.

如图12(a)所示,被动隔振平台可以等效为质量-弹簧-阻尼系统,其传递函数为:As shown in Fig. 12(a), the passive vibration isolation platform can be equivalent to a mass-spring-damper system, and its transfer function is:

Figure BDA0003064496470000111
Figure BDA0003064496470000111

该式属于复数域范围,其中Xi为负载上平台受振动干扰信号后的位移响应,X0为基础下平台所受振动干扰信号的激励位移,M是负载上平台的质量,C为隔振平台的等效阻尼,K为隔振平台的等效刚度。This formula belongs to the range of complex numbers, where X i is the displacement response of the platform on the load after being subjected to the vibration interference signal, X 0 is the excitation displacement of the platform under the foundation received by the vibration interference signal, M is the mass of the platform on the load, and C is the vibration isolation The equivalent damping of the platform, K is the equivalent stiffness of the vibration isolation platform.

如图12(b)所示,本发明隔振平台是在被动隔振的基础上,加入主动控制回路。在主动控制回路中,由MFC传感器接收振动干扰信号,经控制器11处理后,输出控制信号驱动MFC作动器产生相应的作动力,对负载上平台1的振动进行抑制。As shown in Figure 12(b), the vibration isolation platform of the present invention is based on passive vibration isolation, adding an active control loop. In the active control loop, the vibration interference signal is received by the MFC sensor, and after being processed by the controller 11, the output control signal drives the MFC actuator to generate corresponding actuation force to suppress the vibration of the platform 1 on the load.

本发明主动控制方法实例,包括传感器接收振动干扰信号、控制器11计算振动干扰信号和作动器输出作动力三个步骤。在传感器接收振动干扰信号步骤中,MFC传感器接收负载平台的振动形变信号,并转化为电荷信号传递给控制器;在控制器11计算振动干扰信号步骤中,控制器11将传递来的振动变形信号通过控制算法进行处理,得到实时的控制信号并传递给MFC作动器;在作动器输出作动力步骤中,实时的控制信号驱动MFC作动器产生相应的作动力,作用于负载平台上,抑制负载平台的振动。The example of the active control method of the present invention includes three steps: the sensor receives the vibration interference signal, the controller 11 calculates the vibration interference signal, and the actuator outputs the driving force. In the step of the sensor receiving the vibration interference signal, the MFC sensor receives the vibration deformation signal of the load platform, and converts it into a charge signal and transmits it to the controller; in the step of the controller 11 calculating the vibration interference signal, the controller 11 transmits the transmitted vibration deformation signal Through the control algorithm to process, the real-time control signal is obtained and transmitted to the MFC actuator; in the step of the actuator output power, the real-time control signal drives the MFC actuator to generate the corresponding power, which acts on the load platform. Dampens the vibration of the load platform.

如图13所示,其纵轴为幅值(db),横轴为频率(Hz)。从传递率曲线对比图中可以看出,本发明被动隔振与传统被动隔振相比,共振峰值降低,共振频率前移,高频衰减性变好,隔振带宽拓宽,隔振效果提高;当本发明所述隔振平台加入本发明所述主动隔振的主动控制回路后,隔振效果得到进一步提高,共振峰值得到明显改善。As shown in FIG. 13 , the vertical axis is amplitude (db), and the horizontal axis is frequency (Hz). It can be seen from the comparison chart of the transmissibility curve that, compared with the traditional passive vibration isolation, the passive vibration isolation of the present invention reduces the resonance peak, moves the resonance frequency forward, improves high-frequency attenuation, widens the vibration isolation bandwidth, and improves the vibration isolation effect; When the vibration isolation platform of the present invention is added to the active control loop of the active vibration isolation of the present invention, the vibration isolation effect is further improved, and the resonance peak value is significantly improved.

在本发明的描述中,需要说明的是,术语“中心”、“顶”、“底”、“左”、“右”、“竖直”、“水平”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。此外,术语“第一”、“笫二”仅用于描述目的,而不能理解为指示或暗示相对重要性。In the description of the present invention, it should be noted that the terms "center", "top", "bottom", "left", "right", "vertical", "horizontal", "inner", "outer" etc. The indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, or in a specific orientation. construction and operation, therefore, should not be construed as limiting the invention. In addition, the terms "first" and "second" are used for descriptive purposes only, and should not be understood as indicating or implying relative importance.

本发明中应用了具体个例对本发明的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本发明的方法及其核心思想;同时,对于本领域的一般技术人员,依据本发明的思想,在具体实施方式及应用范围上均会有改变之处。综上所述,本说明书内容不应理解为对本发明的限制。In the present invention, specific examples have been used to illustrate the principle and implementation of the present invention. The description of the above embodiments is only used to help understand the method and core idea of the present invention; meanwhile, for those of ordinary skill in the art, according to the present invention The idea of the invention will have changes in the specific implementation and scope of application. In summary, the contents of this specification should not be construed as limiting the present invention.

Claims (7)

1. The utility model provides a Stewart vibration isolation platform based on MFC positive and negative piezoelectric effect which characterized in that: the vibration isolation device comprises a load upper platform and a base lower platform which are respectively in a triangular structure, wherein vertical projections of three angles of the load upper platform after the load upper platform horizontally rotates 120 degrees are superposed with vertical projections of three angles of the base lower platform, an upper rotating joint is fixedly connected to each of the three angular positions of the load upper platform, a lower rotating joint is connected to each of the three angular positions of the base lower platform, and six single-leg vibration isolation units are connected between the three upper rotating joints and the three lower rotating joints; each supporting beam of the upper loading platform is provided with three pairs of MFC piezoelectric fiber patches, each pair of MFC piezoelectric fiber patches comprises an MFC sensor and an MFC actuator, the MFC sensors and the MFC actuators in each pair of MFC piezoelectric fiber patches can be exchanged in roles, the MFC sensors and the MFC actuators are respectively and electrically connected with a controller through wires, and the plurality of MFC sensors and the MFC actuators are combined with the controller to realize active control of vibration reduction; the six single-leg vibration isolation units have the same structure; each single-leg vibration isolation unit comprises an upper end cover, a middle retainer and a lower end cover which are fixedly connected in sequence; a pressure spring type negative stiffness structure is arranged in the upper end cover, the top end of the pressure spring type negative stiffness structure penetrates through the upper end cover and is connected with an upper end flexible hinge, and the bottom of the lower end cover is fixedly connected with a lower end flexible hinge; two connecting flanges are fixedly arranged on the inner wall of the upper end cover; the pressure spring formula burden rigidity structure includes the three-way adapter, the both ends that the three-way adapter is located the below respectively through the pressure spring with connecting flange fixed connection on the upper end cover inner wall, the one end that the three-way adapter is located the top passes through pressure spring fixedly connected with bracing piece, the bracing piece runs through behind the upper end cover top with upper end flexible hinge fixed connection.
2. A Stewart vibration isolation platform based on MFC positive and negative piezoelectric effect in claim 1, wherein: a connecting block is arranged on one side of the top of the upper rotating joint, two first connecting holes which are arranged in parallel are formed in the connecting block, two symmetrical inclined planes are formed in one side, close to the connecting block, of the upper rotating joint, two second connecting holes which are vertically arranged are formed in the two inclined planes, and the upper rotating joint is identical to the lower rotating joint in structure; the first connecting hole of the upper rotary joint is fixedly connected with the load upper platform through a screw, and the first connecting hole of the lower rotary joint is fixedly connected with the foundation lower platform through a screw.
3. A Stewart vibration isolation platform based on MFC positive and negative piezoelectric effect in claim 2, wherein: the three upper rotary joints are respectively a first upper rotary joint, a second upper rotary joint and a third upper rotary joint, and the three lower rotary joints are respectively a first lower rotary joint, a second lower rotary joint and a third lower rotary joint; the six single-leg vibration isolation units are respectively a first single-leg vibration isolation unit, a second single-leg vibration isolation unit, a third single-leg vibration isolation unit, a fourth single-leg vibration isolation unit, a fifth single-leg vibration isolation unit and a sixth single-leg vibration isolation unit; the two second connecting holes of the first upper rotary joint are fixedly connected with the upper end flexible hinges of the first single-leg vibration isolation unit and the sixth single-leg vibration isolation unit respectively, the two second connecting holes of the second upper rotary joint are fixedly connected with the upper end flexible hinges of the second single-leg vibration isolation unit and the third single-leg vibration isolation unit respectively, and the two second connecting holes of the third upper rotary joint are fixedly connected with the upper end flexible hinges of the fourth single-leg vibration isolation unit and the fifth single-leg vibration isolation unit respectively; the two second connecting holes of the first lower adapter are fixedly connected with lower end flexible hinges of the first single-leg vibration isolation unit and the second single-leg vibration isolation unit respectively, the two second connecting holes of the second lower adapter are fixedly connected with lower end flexible hinges of the third single-leg vibration isolation unit and the fourth single-leg vibration isolation unit respectively, and the two second connecting holes of the third lower adapter are fixedly connected with lower end flexible hinges of the fifth single-leg vibration isolation unit and the sixth single-leg vibration isolation unit respectively.
4. A Stewart vibration isolation platform based on MFC positive and negative piezoelectric effect in claim 1, wherein: the three MFC sensors arranged on each supporting beam of the load upper platform are respectively a first MFC sensor, a second MFC sensor and a third MFC sensor, and the three MFC actuators are respectively a first MFC actuator, a second MFC actuator and a third MFC actuator; the first MFC sensor and the first MFC actuator are symmetrically arranged on the upper surface and the lower surface of the load upper platform support beam, the second MFC sensor and the second MFC actuator are symmetrically embedded in the cross section of the load upper platform, and the third MFC sensor and the third MFC actuator are symmetrically arranged on the upper surface and the lower surface of the load upper platform support beam; the second MFC sensor and second MFC actuator are located at a position between the first MFC sensor and third MFC sensor.
5. A Stewart vibration isolation platform based on MFC positive and negative piezoelectric effect in claim 1, wherein: the end faces of the upper end cover, the middle retainer and the lower end cover are respectively provided with symmetrical connecting threaded holes, long bolts penetrate through the connecting threaded holes, and the upper end cover, the middle retainer and the lower end cover are fixedly connected through the long bolts.
6. The Stewart vibration isolation platform based on MFC positive and reverse piezoelectric effect of claim 1, characterized in that: the load upper platform is of an isosceles triangle structure, horizontal connecting end faces are arranged at the outer sides of three corners of the load upper platform, the upper rotating joint is fixedly arranged at the horizontal connecting end faces, three reinforcing rods are arranged in the load upper platform, one ends of the three reinforcing rods are respectively connected with one corner of the load upper platform and are positioned on an bisector of the corner, and the other ends of the three reinforcing rods are fixedly connected at the position of the circle center of a circumscribed circle of the load upper platform; the base lower platform is of an isosceles triangle structure, a horizontal connection end face is arranged at the position of the outer side of three corners of the base lower platform, a lower rotary joint is fixedly arranged at the position of the horizontal connection end face, three reinforcing rods are arranged in the base lower platform, one end of each reinforcing rod is connected with one corner of the base lower platform and located on an equal dividing line of the corner, and the other end of each reinforcing rod is fixedly connected with the position of the circle center of an outer circle of the base lower platform.
7. A Stewart vibration isolation platform based on MFC positive and negative piezoelectric effect in claim 6, characterized in that: the width of the reinforcing rod of the load upper platform is smaller than that of the supporting beam of the load upper platform; the width of the reinforcing rod of the lower platform of the foundation is larger than that of the supporting beam of the lower platform of the foundation.
CN202110522241.2A 2021-05-13 2021-05-13 A Stewart vibration isolation platform based on MFC forward and reverse piezoelectric effect Active CN113513559B (en)

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