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CN101339816A - Two-dimensional micro-motion platform for atomic force microscope and micro-mechanical parameter testing method - Google Patents

Two-dimensional micro-motion platform for atomic force microscope and micro-mechanical parameter testing method Download PDF

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CN101339816A
CN101339816A CNA200810041517XA CN200810041517A CN101339816A CN 101339816 A CN101339816 A CN 101339816A CN A200810041517X A CNA200810041517X A CN A200810041517XA CN 200810041517 A CN200810041517 A CN 200810041517A CN 101339816 A CN101339816 A CN 101339816A
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cantilever beam
test
motion platform
scanning
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CN101339816B (en
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鲍海飞
李昕欣
张波
郭久福
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Shanghai Institute of Microsystem and Information Technology of CAS
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Abstract

The invention relates to a two-dimensional micro-motion platform for an atomic force microscope and a method for measuring mechanical parameters. The moving range of the two-dimensional micro-motion platform in the horizontal direction is 3 multiplied by 3 square millimeters, and the maximum scanning displacement of the PZT scanning tube is 20 micrometers. The improved AFM microscope with two-dimensional micro-motion platform can be used for testing mechanical parameters of fixed points on a microstructure, and a good consistency result can be obtained by performing a mechanical-displacement function test and a micro-area continuous elastic coefficient test point by point.

Description

用于原子力显微镜的二维微动平台和微力学参数测试方法 Two-dimensional micro-motion platform and micro-mechanical parameter testing method for atomic force microscope

技术领域 technical field

本发明涉及一种用于原子力显微镜的二维微动平台和微力学参数的测试方法,进行检测和分析微加工制造的微结构的力学参数,属于微力学测试分析领域。The invention relates to a two-dimensional micro-movement platform for an atomic force microscope and a testing method for micro-mechanical parameters to detect and analyze the mechanical parameters of micro-structures produced by micro-processing, and belongs to the field of micro-mechanical testing and analysis.

背景技术 Background technique

微机电系统(MEMS)加工制造的各种微小器件均是由微悬臂梁、薄膜等基本结构单元组成,这些微小结构单元能够感知外界的振动、热等并将其以电或其它形式的信号传递出去。振动和热等外界作用将导致微结构的形变,形变量的大小决定了器件的灵敏度和量程等参数。因此,为了获得达到设计需要的参数,加工制造控制工艺至关重要。同时,对微结构尤其是微悬臂梁弹性系数的检测更是不可缺少,这直接为设计和加工提供极为必要的数据。一般而言,微悬臂梁等结构单元的尺寸从纳米到几百微米长度,制备的微结构具有三维结构特征。对微结构进行基本的力学量检测是一个重要的研究内容,包括如弹性系数、共振频率、杨氏模量、疲劳特性等静态和动态特性参数。微结构的力学性质已经成为微纳系统实用化道路上人们最为关注的一个核心内容。目前已有一些设备仪器可以用来表征微结构的力学特性,在各种微分析测试系统中,如利用原子力显微镜、纳米压痕仪、光学干涉仪等设备已应用在微结构的力学特性测试中,往往需要设备能够给出纳牛纳米尺度分辨的精度。在纳米压痕仪中,设备能够精确地给出从微牛顿到毫牛顿的力及纳米分辨的位移,但在纳牛载荷(nN)下精度不高[Holbery J D and Eden V L,Acomparison of scanning microscopy cantilever force constants determined using ananoindentation testing apparatus.Journal of Micromechanics andMicroenginering.2000,10:85-92.]。通常的光学检测方法有较大的视场但只能进行静态测试而不能主动施加力载荷[O’Mahony C,Hill M,Brunet M,DuaneR and Mathewson A 2003 Characterization of micromechanical structures usingwhite-light interferometry Meas,Sci.Technol.14 1807-14]。目前基于原子力显微镜(AFM)的测试方法,能够给出纳牛顿纳米尺度分辨的精度。利用其能够精确给出的位移和共振频率等参数,并利用已知的悬臂梁结构参数等,就可得到悬臂梁等结构的弹性系数[Comella B T,Scanlon M R,The determination ofthe elastic modulus of microcantilever beams using atomic force microscopy,Journal of Materials Science,2000,35:567-572]。All kinds of tiny devices manufactured by MEMS are composed of basic structural units such as micro-cantilever beams and thin films. These tiny structural units can sense external vibrations, heat, etc. and transmit them as electrical or other forms of signals. go out. External effects such as vibration and heat will cause deformation of the microstructure, and the magnitude of the deformation determines the sensitivity and range of the device and other parameters. Therefore, in order to obtain the parameters required by the design, the manufacturing control process is very important. At the same time, the detection of the microstructure, especially the elastic coefficient of the microcantilever is indispensable, which directly provides extremely necessary data for design and processing. Generally speaking, the size of structural units such as micro-cantilever beams ranges from nanometers to hundreds of microns in length, and the prepared microstructures have three-dimensional structural characteristics. It is an important research content to carry out basic mechanical measurement of microstructure, including static and dynamic characteristic parameters such as elastic coefficient, resonance frequency, Young's modulus, fatigue characteristics and so on. The mechanical properties of microstructures have become a core content that people are most concerned about on the road to the practical application of micro-nano systems. At present, there are some equipment and instruments that can be used to characterize the mechanical properties of microstructures. In various microanalysis test systems, such as atomic force microscopes, nanoindenters, optical interferometers and other equipment have been used in the testing of mechanical properties of microstructures. , often requires equipment capable of giving nanometer-scale resolution accuracy. In a nanoindenter, the device can accurately give force from micronewtons to millinewtons and displacement in nanonewtons, but the accuracy is not high under nanonewton loads (nN) [Holbery J D and Eden V L, Acomparison of scanning microscopy cantilever force constants determined using ananoindentation testing apparatus. Journal of Micromechanics and Microengineering. 2000, 10: 85-92.]. The usual optical detection method has a large field of view but can only perform static testing and cannot actively apply force loads [O'Mahony C, Hill M, Brunet M, DuaneR and Mathewson A 2003 Characterization of micromechanical structures using white-light interferometry Meas, Sci. Technol. 14 1807-14]. The current test method based on atomic force microscope (AFM) can give nano-Newton nanoscale resolution accuracy. Using the parameters such as the displacement and resonance frequency that can be accurately given, and using the known structural parameters of the cantilever beam, etc., the elastic coefficient of the cantilever beam and other structures can be obtained [Comella B T, Scanlon M R, The determination of the elastic modulus of Microcantilever beams using atomic force microscopy, Journal of Materials Science, 2000, 35: 567-572].

原子力显微镜是目前较为广泛使用的一种用于表面结构参数的检测设备,具有很高的横向和纵向位移分辨率,纵向分辨率可以达到0.01nm;通过Z轴垂直方向的驱动机构压电陶瓷PZT(PbZrTiO3,锆钛酸铅陶瓷)扫描管可以施加给扫描探针微小的力载荷。当被测试的微结构放置在平台上,置于扫描探针下时,就可以通过其中的探针和微结构接触的弹性形变测量相应的力学量。原子力显微镜是微纳米尺度科学研究中具有较高力和位移分辨的仪器,科研人员一直都在使用其中的某些功能用来测试,但是不能够直接有效地进行表征和综合分析,不能自动提取力学参数。因此,需要专用的测试设备和相应的专用测试分析软件控制系统。The atomic force microscope is currently a widely used detection device for surface structure parameters. It has high lateral and longitudinal displacement resolution, and the longitudinal resolution can reach 0.01nm; through the Z-axis vertical drive mechanism piezoelectric ceramic PZT (PbZrTiO 3 , lead zirconate titanate ceramic) scanning tube can apply a small force load to the scanning probe. When the microstructure to be tested is placed on the platform and placed under the scanning probe, the corresponding mechanical quantity can be measured through the elastic deformation of the contact between the probe and the microstructure. The atomic force microscope is an instrument with relatively high force and displacement resolution in scientific research at the micro-nano scale. Researchers have been using some of its functions for testing, but they cannot directly and effectively perform characterization and comprehensive analysis, and cannot automatically extract mechanical forces. parameter. Therefore, special test equipment and corresponding special test analysis software control system are required.

目前,基于原子力显微镜下的微纳米尺度的力学测试平台和相应的用来原位提取力学参数的测试软件系统却始终是一个空白,研究和开发基于原子力显微镜的力学相关测试系统成为发展的趋势。更主要的一个问题是原子力显微镜扫描面积通常只在几个平方微米的尺度,如DI公司的原子力显微镜,其扫描管PZT的扫描面积约为5×5平方微米,所观察的表面通常是二维的。而微结构器件一般都在几十、几百甚至几千微米,样品一旦置于测试平台上,就只能采用手动方式移动样品,使样品定位到微探针下,这极大限制了它在微结构力学测试上的应用。日本精工Seiko II,SPA 400型系统具有微动平台结构,可以在毫米和厘米尺度间移动,其特征是移动平台置于探针上,就是当微动平台移动时,探针随之一起移动,这样可以有较大的移动空间范围,方便实用,但其相应的系统只含有常规的扫描测试和表面分析,没有相应的力学测试分析和数据自动提取功能。因此,本发明试图开发一种基于原子力显微镜的微结构测试用的移动平台和微力学测试方法,使之能够完成较大尺度的测量同时又具有较高的微纳米尺度的分辨精度。At present, the micro-nano-scale mechanical testing platform based on the atomic force microscope and the corresponding testing software system for in-situ extraction of mechanical parameters have always been blank, and research and development of mechanical-related testing systems based on atomic force microscopy has become a development trend. A more important problem is that the scanning area of the atomic force microscope is usually only on the scale of a few square microns, such as the atomic force microscope of DI company, the scanning area of the scanning tube PZT is about 5×5 square microns, and the observed surface is usually two-dimensional of. However, microstructure devices are generally tens, hundreds or even thousands of microns. Once the sample is placed on the test platform, the sample can only be moved manually to position the sample under the microprobe, which greatly limits its application Applications in mechanical testing of microstructures. Japan's Seiko II, SPA 400 system has a micro-motion platform structure, which can move between millimeters and centimeters. It is characterized in that the mobile platform is placed on the probe, that is, when the micro-motion platform moves, the probe moves with it. This can have a large range of moving space, which is convenient and practical, but the corresponding system only includes conventional scanning testing and surface analysis, without corresponding mechanical testing analysis and automatic data extraction functions. Therefore, the present invention attempts to develop a mobile platform and a micromechanical testing method based on the atomic force microscope for microstructure testing, so that it can complete larger-scale measurements while having higher micro-nano scale resolution accuracy.

发明内容 Contents of the invention

本发明目的在于提供一种基于原子力显微镜的二维微动平台及微力学测试方法,本发明重点进行了适应微纳结构测试的基于原子力显微镜的平台测试系统的开发和相关力学测试方法。本发明旨在上海爱建纳米科技发展有限公司生产的AJ-III型号的原子力显微镜的基础上开发了用于微纳结构的力学测试微动平台,其中,该设备原来不具备在较大尺寸毫米量级上的水平移动功能。因此,所以本发明在硬件上设计了二维微动平台(图1中2),使之具有较大的横向位移,保证微纳结构器件在原子力显微镜下方便移动和测试。图2是二维微动平台和扫描管PZT联动系统结构示意图。这样就能够方便地调整微动平台上微结构样品在探针下的精确定位的需求,而探针保持不动。基于原子力显微镜中主要的力-位移曲线等测试功能所建立的测试方法,用来直接进行微结构、微器件的力学测量和评估,直接提取微结构的力学量,针对悬臂梁等结构,获得弹性系数、杨氏模量、应力等力学参数。这样能够方便、自动、有效进行微结构的力学特性的测试分析和参数的提取,可以实施固定点的力学参数提取、多点微区分辨的测量和单线连续扫描下的弹性系数获取等测试功能。测试具有较好的一致性和使用性,能够方便地进行力学量的提取。研发出的微区力学特性和参数提取的算法已经固化在原测试系统中,实现微力微位移下的微区力学特性精确分析,并在MEMS加工平台上实现应用。The purpose of the present invention is to provide a two-dimensional micro-motion platform based on atomic force microscope and a micromechanical testing method. The present invention focuses on the development of a platform testing system based on atomic force microscopy and related mechanical testing methods suitable for micro-nano structure testing. The purpose of the present invention is to develop a mechanical testing micro-motion platform for micro-nano structures on the basis of the AJ-III model atomic force microscope produced by Shanghai Aijian Nano Technology Development Co., Ltd. Horizontal shift function in magnitude. Therefore, the present invention designs a two-dimensional micro-motion platform (2 in FIG. 1 ) on the hardware, so that it has a relatively large lateral displacement, so as to ensure that the micro-nano structure device can be easily moved and tested under the atomic force microscope. Fig. 2 is a schematic diagram of the structure of the two-dimensional micro-motion platform and the PZT linkage system of the scanning tube. In this way, the precise positioning requirements of the microstructure sample under the probe on the micro-movement platform can be adjusted conveniently, while the probe remains stationary. The test method established based on the main force-displacement curve and other test functions in the atomic force microscope is used to directly perform mechanical measurement and evaluation of microstructures and microdevices, directly extract the mechanical quantities of microstructures, and obtain elasticity for structures such as cantilever beams. Coefficient, Young's modulus, stress and other mechanical parameters. In this way, it is convenient, automatic and effective to test and analyze the mechanical properties of the microstructure and extract the parameters. It can implement the test functions such as the extraction of mechanical parameters at fixed points, the measurement of multi-point micro-area resolution, and the acquisition of elastic coefficients under single-line continuous scanning. The test has good consistency and usability, and can conveniently extract mechanical quantities. The developed algorithm for micro-area mechanical properties and parameter extraction has been solidified in the original test system to achieve precise analysis of micro-area mechanical properties under micro-force and micro-displacement, and has been applied on the MEMS processing platform.

原设备包括底座可视CCD(coupled charge device,电荷耦合器件)系统,PZT扫描管和相应的光学检测系统。扫描管PZT在电压驱动下能够在X、Y、Z三个方向上进行微纳米尺寸移动,PZT扫描管的最大扫描位移为5微米,因原有的扫描管PZT是固定在底座上,底座不能在水平方向上移动,因此,原有的PZT扫描管系统只能移动、观察和扫描的很小面积。底座上包含自动马达螺杆固定槽(图2中4),手动进针螺杆固定槽(图2中3),扫描检测用的悬臂梁探针安装在探针夹具中,激光照射到悬臂梁上反射进入光学检测器。本发明提供的二维微移动平台是由钢材制备的,中心的开孔用来安装PZT扫描管(图2中7);其中在互相垂直的水平X和Y位置上,有两个X、Y方向的调节旋钮(图1中5,6),两个旋钮连接两个驱动杆(外面不可见),两个驱动杆与PZT扫描管固定连接。当旋转X、Y调节旋钮时,旋钮带动连接杆驱动扫描管就能够在水平方向进行移动。光学反馈原理和微力测试原理的部分结构装置如图3所示意。The original equipment includes base visible CCD (coupled charge device, charge-coupled device) system, PZT scanning tube and corresponding optical detection system. The scanning tube PZT can move in the three directions of X, Y and Z under the voltage drive. The maximum scanning displacement of the PZT scanning tube is 5 microns. Because the original scanning tube PZT is fixed on the base, the base cannot be placed on the Move in the horizontal direction, therefore, the original PZT scanning tube system can only move, observe and scan a small area. The base includes an automatic motor screw fixing slot (4 in Figure 2) and a manual needle insertion screw fixing slot (3 in Figure 2). The cantilever beam probe for scanning detection is installed in the probe fixture, and the laser light is reflected on the cantilever beam. into the optical detector. The two-dimensional micro-moving platform provided by the present invention is made of steel, and the opening in the center is used to install the PZT scanning tube (7 in Fig. 2); wherein on the horizontal X and Y positions perpendicular to each other, there are two X, Y Direction adjustment knobs (5, 6 in Figure 1), the two knobs are connected to two driving rods (not visible outside), and the two driving rods are fixedly connected to the PZT scanning tube. When the X and Y adjustment knobs are rotated, the knobs drive the connecting rod to drive the scanning tube to move in the horizontal direction. Part of the structural device of the optical feedback principle and the micro-force testing principle is shown in Figure 3.

对制造好后的二维微移动平台进行了调试,其在水平方向上的移动范围可达3×3平方毫米,这满足了一般微器件结构尺寸的测试。将安装在AFM系统上的二维微动平台上进行了标准扫描测试,包括对光栅和DNA分子的检测,用来考察分辨率,漂移等。系统硬件的分辨率可以通过扫描光栅或者扫描DNA样品得以实现,该系统可以多次重复得到DNA的图像,分辨率达到了原AFM测试的要求;系统的稳定性可以通过长时间扫描样品表面固定特征点图像的漂移程度,在扫描间隔时间为40分钟内,特征点在X方向漂移0.5微米左右,Y方向漂移小于0.1微米,这表明系统很稳定。测试表明移动平台的引入没有造成系统的不稳定。加工制作的微动平台系统具有较好的抗震作用,系统通过测试具有较好的稳定性和重复性。也就是系统在安装配置二维微移动平台后,AFM系统的性能没有受到影响。The manufactured two-dimensional micro-movement platform has been debugged, and its movement range in the horizontal direction can reach 3×3 square millimeters, which meets the test of the general micro-device structure size. A standard scanning test was carried out on the two-dimensional micro-motion platform installed on the AFM system, including the detection of gratings and DNA molecules, to investigate resolution, drift, etc. The resolution of the system hardware can be achieved by scanning the grating or scanning the DNA sample. The system can repeatedly obtain DNA images, and the resolution meets the requirements of the original AFM test; the stability of the system can be achieved by scanning the fixed features of the sample surface for a long time. The degree of drift of the point image, within 40 minutes of the scanning interval, the feature point drifts about 0.5 microns in the X direction and less than 0.1 microns in the Y direction, which indicates that the system is very stable. Tests show that the introduction of the mobile platform did not cause system instability. The processed micro-motion platform system has good anti-seismic effect, and the system has good stability and repeatability after passing the test. That is to say, the performance of the AFM system is not affected after the system is installed with a two-dimensional micro-mobility platform.

在测试上,基于原有操作系统平台的基础上,设计了力学特性测试控制程序,可以原位提取力学参数。主要包括下面几个方面的力学测试功能:微结构上固定点的力学参数测试;微区内逐个点的连续测试分析和微区内连续各点的力学测试等,实现弹性常数k、杨氏模量E等参数的提取。涉及到的主要数据包括:参考悬臂梁的弹性系数,被测试悬臂的长、宽、厚尺寸和在悬臂梁上进行选择长度的位置参数。参考悬臂梁在硬基底上固定点、微区逐点的力曲线斜率,以及微区内连续点扫描下恒定力和扫描长度(X,Y)、Z方向形变数据;参考悬臂梁在被测试悬臂梁上的固定点和微区内逐点的力曲线斜率,以及微区内连续点的恒定力和扫描长度(X,Y)、悬臂梁在Z方向的形变数据。由此获得被测试悬臂梁固定点的杨氏模量,微区内逐点弹性系数,微区内连续点的弹性系数和形变量等数据。In terms of testing, based on the original operating system platform, a mechanical characteristic test control program is designed, which can extract mechanical parameters in situ. It mainly includes mechanical test functions in the following aspects: mechanical parameter test of fixed points on the microstructure; continuous test analysis of points in the micro-area and mechanical tests of continuous points in the micro-area, etc., to realize the elastic constant k, Young's modulus The extraction of parameters such as quantity E. The main data involved include: the elastic coefficient of the reference cantilever beam, the length, width and thickness dimensions of the tested cantilever and the position parameters for selecting the length on the cantilever beam. The reference cantilever fixed point on the hard substrate, the slope of the point-by-point force curve of the micro-area, and the constant force and scanning length (X, Y) and deformation data in the Z direction under continuous point scanning in the micro-area; The fixed point on the beam and the slope of the point-by-point force curve in the micro-area, as well as the constant force and scan length (X, Y) at continuous points in the micro-area, and the deformation data of the cantilever beam in the Z direction. From this, data such as the Young's modulus of the fixed point of the tested cantilever beam, the point-by-point elastic coefficient in the micro-area, the elastic coefficient and deformation of the continuous points in the micro-area are obtained.

系统的主要力学测试方法简述如下:基于原子力显微镜中对扫描管PZT和悬臂梁的力-位移控制功能,利用弹性系数已知的参考悬臂梁对被测试悬臂梁施加力载荷进行悬臂梁压悬臂梁的接触测试,从悬臂梁的形变量和所施加的力载荷等数据获得未知悬臂梁的力学参数。测试分两个步骤来完成,首先将弹性系数为kref的已知参考悬臂梁与一个光滑的表面硬度或者弹性系数很大的样品表面接触(如平坦的硅表面,称之为硬基底),获得其总形变量δtot,然后将参考悬臂梁与未知弹性系数k的悬臂梁(相当于软的结构)相互接触获得在未知悬臂梁上的形变量δtest数据;考虑到原子力显微镜中悬臂梁是以一定倾斜角度θ放置的,θ为两个悬臂梁之间的夹角,如图3(a)(b)所示,其中,(a)为一个悬臂梁在硬基底上测试过程,(b)为一个悬臂梁在另外一个悬臂梁上的测试过程,图中的PSD是四象限位置敏感检测器。经适当推导可以得到未知悬臂梁的弹性系数为:The main mechanical testing methods of the system are briefly described as follows: Based on the force-displacement control function of the scanning tube PZT and the cantilever in the atomic force microscope, the reference cantilever with known elastic coefficient is used to apply a force load to the tested cantilever to perform cantilever compression. In the contact test of the beam, the mechanical parameters of the unknown cantilever beam are obtained from the data such as the deformation of the cantilever beam and the applied force load. The test is completed in two steps. Firstly, the known reference cantilever beam with elastic coefficient k ref is brought into contact with a smooth surface hardness or a sample surface with a large elastic coefficient (such as a flat silicon surface, called a hard substrate). Obtain its total deformation δ tot , and then contact the reference cantilever with the cantilever with unknown elastic coefficient k (equivalent to a soft structure) to obtain the deformation δ test data on the unknown cantilever; considering the cantilever in the atomic force microscope Placed at a certain inclination angle θ, θ is the angle between two cantilever beams, as shown in Figure 3(a)(b), where (a) is the test process of a cantilever beam on a hard substrate, ( b) is the test process of one cantilever beam on another cantilever beam. The PSD in the figure is a four-quadrant position sensitive detector. After appropriate derivation, the elastic coefficient of the unknown cantilever beam can be obtained as:

kk == kk refref δδ testtest coscos (( θθ )) δδ tottot -- δδ testtest -- -- -- (( 11 ))

上式中,k是待测的未知悬臂梁的弹性系数,kref是已知悬臂梁的弹性系数,δtot是参考悬臂梁的总形变量,δtest是在被测试悬臂梁上的形变量,In the above formula, k is the elastic coefficient of the unknown cantilever beam to be tested, k ref is the elastic coefficient of the known cantilever beam, δ tot is the total deformation of the reference cantilever, and δ test is the deformation on the tested cantilever ,

对于厚度t,宽度w,长度L的悬臂梁,其法向方向的弹性系数、结构参数和杨氏模量E的关系为:For a cantilever beam with thickness t, width w, and length L, the relationship between the elastic coefficient in the normal direction, structural parameters and Young's modulus E is:

kk == EwEw tt 33 44 LL 33 -- -- -- (( 22 ))

在普遍情况下,当在悬臂梁上施加力载荷ΔF时(差分力ΔF为施加力的大小,是两个不同力的差),悬臂梁在法向Z方向将发生形变ΔZ,ΔZ可以称之为差分位移,随在悬臂梁上位置的不同,当施加同一载荷时候,ΔZ不同。在弹性范围内,弹性系数表示为:In general, when a force load ΔF is applied to the cantilever beam (the differential force ΔF is the magnitude of the applied force, which is the difference between two different forces), the cantilever beam will deform ΔZ in the normal Z direction, and ΔZ can be called differential Displacement, depending on the position on the cantilever beam, when the same load is applied, ΔZ is different. In the elastic range, the elastic coefficient is expressed as:

kk == ΔFΔF ΔzΔz -- -- -- (( 33 ))

具体实施步骤:Specific implementation steps:

原有的AJ-III型测试系统不具有水平移动功能,根据现有的AJ-III型的结构,采用将扫描管安装在移动平台上的方案,这对原设备系统是一次更新。通过移动平台移动扫描管,达到在XY平面上精确移动扫描管上样品的目的。设计的XY平面微动平台的结构图如图1所示。主要包括安装固定在底座上的二维微动平台2,以及两个相互垂直用来连接和驱动二维微动平台的螺杆,两个螺杆由两个相应的调节螺钮控制(图1中5和6),旋转螺钮则可以在X和Y方向水平移动平台。二维微动平台和底座均由钢材制备的。利用环氧胶将PZT扫描管7(图2中7)固定安装到二维微动平台的中心孔上,包含PZT扫描管的二维微动平台然后再固定到原AFM系统中。这样当旋转螺钮时,螺钮带动连接杆驱动扫描管就能够在水平方向进行移动,获得较大的移动范围,微动平台在X和Y方向上的移动位移均为3毫米,PZT扫描管的最大扫描位移为20微米,以次来保证悬臂梁探针能够在微结构上进行大范围移动。原有结构中包含的手动进针和马达进针控制螺杆槽均安装在底座下部,底座下还包含减少振动的装置,避免在水平位移和进针过程中的震动干扰。图4是安装了PZT后的微动平台。The original AJ-III type test system does not have the function of horizontal movement. According to the existing AJ-III type structure, the scheme of installing the scanning tube on the mobile platform is adopted, which is an update to the original equipment system. The scanning tube is moved by the moving platform to achieve the purpose of accurately moving the sample on the scanning tube on the XY plane. The structure diagram of the designed XY plane micro-motion platform is shown in Figure 1. It mainly includes the two-dimensional micro-motion platform 2 fixed on the base, and two screw rods perpendicular to each other for connecting and driving the two-dimensional micro-motion platform. The two screw rods are controlled by two corresponding adjustment knobs (5 in Fig. 1). and 6), turn the screw knob to move the platform horizontally in the X and Y directions. Both the two-dimensional micro-motion platform and the base are made of steel. Fix the PZT scanning tube 7 (7 in FIG. 2 ) to the central hole of the two-dimensional micro-motion platform with epoxy glue, and then fix the two-dimensional micro-motion platform containing the PZT scanning tube to the original AFM system. In this way, when the screw knob is rotated, the screw knob drives the connecting rod to drive the scanning tube to move in the horizontal direction to obtain a large range of movement. The movement displacement of the micro-motion platform in the X and Y directions is 3 mm, and the PZT scanning tube The maximum scanning displacement is 20 microns to ensure that the cantilever beam probe can move in a large range on the microstructure. Both manual needle entry and motor needle entry control screw slots included in the original structure are installed at the lower part of the base, and a vibration-reducing device is also included under the base to avoid vibration interference during horizontal displacement and needle insertion. Figure 4 is the micro-motion platform with PZT installed.

对装配了二维微动平台后的AFM系统主要测试了分辨率,漂移和定位三方面的性能。在微米量级,参考悬臂梁探针可以成功定位在悬臂梁上的某一特定位置。系统硬件的分辨率可以通过扫描光栅或者扫描DNA样品得以实现,测试结果表明,该系统可以多次重复得到DNA的图像,这满足使用要求。系统的稳定性可以通过长时间扫描时,测试样品表面固定特征点图像的漂移程度,在扫描范围10微米×10微米上,扫描间隔时间为40分钟。特征点的X方向漂移在0.5微米左右,Y方向漂移小于0.1微米,结果表明系统很稳定。For the AFM system equipped with a two-dimensional micro-motion platform, the performance of resolution, drift and positioning are mainly tested. On the micron scale, the reference cantilever probe can be successfully positioned at a specific location on the cantilever. The resolution of the system hardware can be achieved by scanning the raster or scanning the DNA sample. The test results show that the system can repeatedly obtain DNA images, which meets the requirements for use. The stability of the system can be tested by testing the drift degree of the image of fixed feature points on the surface of the sample during long-term scanning. In the scanning range of 10 microns × 10 microns, the scanning interval is 40 minutes. The X-direction drift of the feature points is about 0.5 microns, and the Y-direction drift is less than 0.1 microns, the results show that the system is very stable.

试验测试前,将样品放置在包含微动平台的PZT表面,然后在可视CCD的视野下,调节二维微动平台,使参考悬臂梁探针移动到被测试的微悬臂梁上,一旦位置选定,即可进行力学测试。Before testing, place the sample on the PZT surface containing the micro-motion platform, and then adjust the two-dimensional micro-motion platform under the view of the visible CCD to move the reference cantilever beam probe to the micro-cantilever beam under test. Once selected, mechanical testing can be performed.

力学参数测试主要包括以下几个方面:微结构上固定点的力学参数测试;微区内逐个点的连续测试分析和微区内连续各点的力学测试等,实现弹性常数k、杨氏模量E等参数的提取。涉及到的主要数据参数如下。输入的主要参数包括:参考悬臂梁的弹性系数和在悬臂梁上进行选择长度的位置参数,被测试悬臂的长、宽、厚尺寸。实施测试的数据包括:参考悬臂梁在硬基底上固定点、微区逐点的力曲线斜率,以及微区内连续点扫描下恒定力和扫描长度(X,Y)、Z方向形变数据;参考悬臂梁在被测试悬臂梁上的固定点和微区内逐点的力曲线斜率,以及微区内连续点的恒定力和扫描长度(X,Y)、悬臂梁在Z方向的形变数据。输出得到的数据包括:被测试悬臂梁固定点的杨氏模量等参数,微区内逐点弹性系数,微区内连续点的弹性系数和形变量等数据。The mechanical parameter test mainly includes the following aspects: the mechanical parameter test of the fixed point on the microstructure; the continuous test analysis of each point in the micro-area and the mechanical test of each continuous point in the micro-area, etc., to realize the elastic constant k, Young's modulus Extraction of parameters such as E. The main data parameters involved are as follows. The main parameters input include: the elastic coefficient of the reference cantilever beam and the position parameters for selecting the length on the cantilever beam, and the length, width and thickness dimensions of the tested cantilever. The data for the implementation of the test include: the reference cantilever fixed point on the hard substrate, the slope of the point-by-point force curve of the micro-area, and the constant force and scanning length (X, Y) and deformation data in the Z direction under continuous point scanning in the micro-area; The slope of the cantilever beam at the fixed point on the tested cantilever beam and the point-by-point force curve in the micro-area, as well as the constant force and scan length (X, Y) at continuous points in the micro-area, and the deformation data of the cantilever beam in the Z direction. The output data include: parameters such as Young's modulus of the fixed point of the tested cantilever beam, point-by-point elastic coefficient in the micro-area, elastic coefficient and deformation of continuous points in the micro-area, etc.

在微结构上固定点的力学参数测试,实际上是单点的单次力曲线测试,测试过程如图4所示意。首先用已知弹性系数的参考悬臂梁探针在硬基底进行第一个力-位移曲线测试,获得其斜率数据;然后,在待测试的悬臂梁上,在CCD视野观察下,移动二维微动平台,选择好待测试的位置,将参考悬臂梁置于待测试的微悬臂梁上所选定的位置进行第二个力-位移曲线测试,得到相应的斜率。由给定参考悬臂梁的弹性系数,利用公式(1)计算待测试悬臂梁的弹性系数;由给定待测试悬臂梁的结构参数,再由相应的公式(2)计算直接获得待测试的未知悬臂梁的杨氏模量和悬臂梁根部的应力等。The mechanical parameter test at a fixed point on the microstructure is actually a single point single force curve test. The test process is shown in Figure 4. First, use a reference cantilever probe with known elastic coefficient to conduct the first force-displacement curve test on a hard substrate to obtain its slope data; then, on the cantilever to be tested, under the observation of the CCD field of view, move the two-dimensional micro Move the platform, select the position to be tested, place the reference cantilever on the selected position on the micro-cantilever to be tested, and perform the second force-displacement curve test to obtain the corresponding slope. Given the elastic coefficient of the reference cantilever beam, use the formula (1) to calculate the elastic coefficient of the cantilever beam to be tested; given the structural parameters of the cantilever beam to be tested, then directly obtain the unknown The Young's modulus of the cantilever beam and the stress at the root of the cantilever beam, etc.

在微区逐点进行力-位移功能测试是为了获得在微结构内一定微区域上微纳米尺度上不同点的力分辨,测试过程如图5所示意,如小于1微米尺度内的不同位置点的自动移动测量,避免了手动测量的定位不准确性所带来的误差。首先选定扫描面积,然后设定数个待测试点。基本操作顺序同固定点相同。然后执行力-位移测试,进行逐点自动测试,得到悬臂梁上逐点力-曲线数据,提取其斜率数据,按照给定公式(1)计算。经过测试和计算得到各个位置点对应的弹性系数。The point-by-point force-displacement function test in the micro-area is to obtain the force resolution of different points on the micro-nano scale in a certain micro-area in the micro-structure. The automatic mobile measurement avoids the error caused by the inaccurate positioning of manual measurement. First select the scanning area, and then set several points to be tested. The basic sequence of operations is the same as for fixed point. Then execute the force-displacement test and perform point-by-point automatic testing to obtain point-by-point force-curve data on the cantilever beam, extract its slope data, and calculate according to the given formula (1). After testing and calculation, the elastic coefficient corresponding to each position point is obtained.

微区连续弹性系数测试实际上是参考悬臂梁探针对被测试悬臂梁上某一微小区域内连续弹性系数分析测试,是单线的力扫描方式,测试过程如图6所示意。首先在硬基底上进行选区,然后设置力载荷和扫描尺寸,执行参考悬臂梁在硬基底上的连续扫描,获取恒定力下和扫描位置(悬臂梁X、Y方向,如图3内坐标示意)、Z方向形变数据;然后在CCD视野下和微动平台的操作下,将参考悬臂梁置于被测试悬臂梁上微区内,设置几个不同水平大小的力载荷和相同扫描尺寸,执行扫描测试,程序自动变化载荷(差分力)将力施加到悬臂梁上,这样能够获得悬臂梁在不同载荷下的位移变化(形变量),按照公式(3),通过差分力和位移就可以得到在悬臂梁的扫描长度方向上微结构弹性系数随扫描长度的变化关系。图8是一个测试结果。The micro-area continuous elastic coefficient test is actually a reference to the cantilever beam probe to analyze and test the continuous elastic coefficient in a small area on the tested cantilever beam. It is a single-line force scanning method. The test process is shown in Figure 6. First select an area on the hard base, then set the force load and scan size, perform continuous scanning of the reference cantilever beam on the hard base, and obtain the scanning position under constant force (the X and Y directions of the cantilever beam, as shown in the internal coordinates of Figure 3) , Z-direction deformation data; then under the CCD field of view and the operation of the micro-motion platform, place the reference cantilever beam in the micro-area on the cantilever beam to be tested, set several force loads of different levels and the same scan size, and perform the scan test. The program automatically changes the load (differential force) to apply the force to the cantilever beam, so that the displacement change (deformation) of the cantilever beam under different loads can be obtained. According to formula (3), the differential force and displacement can be obtained in the cantilever beam The relationship between the elastic coefficient of the microstructure and the scanning length in the direction of the scanning length. Figure 8 is a test result.

附图说明 Description of drawings

图1,二维移动平台结构图Figure 1, the structure diagram of the 2D mobile platform

图2,二维微动平台和PZT联动系统结构示意图;Figure 2, Schematic diagram of the structure of the two-dimensional micro-motion platform and the PZT linkage system;

图3,原子力显微镜下基于探针的力学测试方法,其中(a)是一个探针在硬基底上的形变测试,(b)是此探针在另一个悬臂梁上的形变测试;Figure 3, the probe-based mechanical testing method under the atomic force microscope, where (a) is a deformation test of a probe on a hard substrate, and (b) is a deformation test of this probe on another cantilever beam;

图4,固定点测试流程。Figure 4, Fixed-point test flow.

图5,微区逐点力分辨测试流程。Figure 5, micro-area point-by-point force resolution test process.

图6,微区连续点单线扫描流程。Fig. 6, the micro-area continuous point single-line scanning process.

图7,参考悬臂梁分别在硬基底(左)和微悬臂梁上(右)的力曲线示意图。Fig. 7. Schematic diagrams of the force curves of the reference cantilever beam on the hard substrate (left) and micro-cantilever beam (right).

图8,微悬臂梁在力载荷的作用下位移挠曲分辨,悬臂梁探针在硬基底上的单线力曲线扫描示意,初始扫描点和结尾扫描点的纵向位移形变没有变化(a),图(b)是在扫描范围为10微米的范围内,靠近根部和尾部的形变分析。其中上半部分是在不同力载荷设置点下的形变,而下半部分是在长度方向上的弹性系数变化(只计算了其中的一组)。Figure 8, Displacement and deflection resolution of the micro-cantilever beam under the action of force load, the single-line force curve scanning diagram of the cantilever beam probe on the hard substrate, the longitudinal displacement and deformation of the initial scanning point and the final scanning point do not change (a), (b) ) is the deformation analysis near the roots and tails within a scanning range of 10 μm. where the upper half is the deformation at different force load set points, and the lower half is the change in the elastic coefficient in the length direction (only one set of them was calculated).

图中:1表示底座,2表示二维微动平台,3表示手动进针螺杆固定槽,4表示自动马达螺杆固定槽,5和6分别表示相应的两个螺钮5和6(以及互相垂直的驱动螺杆),7表示PZT扫描管,8表示样品或者是待测悬臂梁,9表示入射激光,10表示参考悬臂梁,11表示光检测器。In the figure: 1 indicates the base, 2 indicates the two-dimensional micro-motion platform, 3 indicates the fixing groove of the manual needle insertion screw, 4 indicates the fixing groove of the automatic motor screw, 5 and 6 respectively indicate the corresponding two screw buttons 5 and 6 (and mutually perpendicular driving screw), 7 represents the PZT scanning tube, 8 represents the sample or the cantilever to be tested, 9 represents the incident laser, 10 represents the reference cantilever, and 11 represents the photodetector.

具体实施方式 Detailed ways

实施例1,二维微动机械平台的实施Embodiment 1, the implementation of two-dimensional micro-mechanical platform

二维微动平台如图1和2所示,主要包括安装固定在底座上的二维微动平台2,PZT扫描管通过环氧胶固定在二维微动平台2的中心孔中,二维微动平台是由两个调节旋钮(图1中5)和(图1中6)控制互相垂直的驱动螺杆。二维微动平台和底座均由钢材制备的,在二维微动装置上再固定安装PZT扫描管7,调节旋钮5和6连接驱动杆,驱动杆与二维微动平台与PZT扫描管固定连接,以便移动扫描管和相应样品的位置。然后将微动平台再放置到底座8上固定。当调节旋钮时,旋钮带动连接杆驱动扫描管就能够在X和Y水平方向进行移动,获得较大的移动范围,微动平台在X和Y方向上的移动位移均为3毫米,PZT扫描管的最大扫描位移为20微米,以保证悬臂梁探针能够在微结构上进行移动。结构图中的手动进针和马达进针控制螺杆槽均安装在头部的底盘下部。底盘上还包含减少振动的装置,避免在水平位移和进针过程中的震动干扰。The two-dimensional micro-motion platform is shown in Figures 1 and 2. It mainly includes the two-dimensional micro-motion platform 2 fixed on the base, and the PZT scanning tube is fixed in the center hole of the two-dimensional micro-motion platform 2 through epoxy glue. The micro-motion platform is controlled by two adjustment knobs (5 in Fig. 1) and (6 in Fig. 1) driving screws perpendicular to each other. Both the two-dimensional micro-motion platform and the base are made of steel, and the PZT scanning tube 7 is fixedly installed on the two-dimensional micro-motion device, and the adjustment knobs 5 and 6 are connected to the driving rod, and the driving rod is fixed to the two-dimensional micro-moving platform and the PZT scanning tube Connect to move the position of the scan tube and corresponding sample. Then place the micro-movement platform on the base 8 and fix it. When the knob is adjusted, the knob drives the connecting rod to drive the scanning tube to move in the X and Y horizontal directions to obtain a large range of movement. The movement displacement of the micro-motion platform in the X and Y directions is 3 mm, and the PZT scanning tube The maximum scanning displacement is 20 microns to ensure that the cantilever probe can move on the microstructure. Both the manual needle entry and the motor needle entry control screw slots in the structure diagram are installed at the lower part of the chassis of the head. The chassis also includes a vibration-reducing device to avoid vibration interference during horizontal displacement and needle insertion.

实施例2,固定点、微区逐点和连续点三种情况下的悬臂梁力学参数的测试:Embodiment 2, the test of the mechanical parameters of the cantilever beam under the three situations of fixed point, micro-zone point by point and continuous point:

试验是在室温超净间环境下进行的,温度25℃,湿度40-60%之间。按照图4程序进行测试,在长度为100μm、宽度40μm、厚度1.55μm的硅(100)表面上,沿着<110>晶向制备的微悬臂梁结构,利用弹性系数k=16N/m的悬臂梁测试(厂家提供),得到待测量的悬臂梁尾端的弹性系数为6.2N/m。由计算得到单晶硅的杨氏模量E=165GPa,接近目前公认的169GPa。按照理论计算,由公式 k = 1 4 Ew ( t l ) 3 计算可以得到弹性系数,其中,E是硅的杨氏模量,w是悬臂梁的宽度,t是厚度,l是长度。如果取单晶Si的杨氏模量为169GPa,得到弹性系数为6.3N/m,同测试数值比较,估计误差在2%。理论计算表明,在悬臂梁横向上的弹性系数最大误差不超过2%,因此,微区弹性系数分辨测试主要体现在悬臂梁的长度方向上。图7是测试的一个例子,参考悬臂梁分别在硬基底和未知悬臂梁上的力-位移曲线。The test is carried out in a clean room environment at room temperature, with a temperature of 25°C and a humidity of 40-60%. Test according to the program in Figure 4, on the silicon (100) surface with a length of 100 μm, a width of 40 μm, and a thickness of 1.55 μm, the micro-cantilever structure prepared along the <110> crystal direction, using a cantilever with an elastic coefficient k=16N/m Beam test (provided by the manufacturer), the elastic coefficient of the tail end of the cantilever beam to be measured is 6.2N/m. The Young's modulus E=165GPa of monocrystalline silicon is obtained by calculation, which is close to the currently recognized 169GPa. According to the theoretical calculation, by the formula k = 1 4 Ew ( t l ) 3 The elastic coefficient can be obtained by calculation, where E is the Young's modulus of silicon, w is the width of the cantilever beam, t is the thickness, and l is the length. If the Young's modulus of single crystal Si is taken as 169GPa, the elastic coefficient is 6.3N/m. Compared with the test value, the estimated error is 2%. Theoretical calculations show that the maximum error of the elastic coefficient in the lateral direction of the cantilever beam is not more than 2%. Therefore, the resolution test of the micro-area elastic coefficient is mainly reflected in the length direction of the cantilever beam. Figure 7 shows an example of the test, the force-displacement curves of a reference cantilever on a hard substrate and an unknown cantilever.

按照图5程序进行类似的微区力分辨功能测试,是为了获得在微结构内一定微区域上不同点的力分辨,如小于1微米尺度内的不同位置点的自动测量,避免手动测量定位不准确所带来的误差。测试后,经计算得到各个位置点对应的弹性系数。选择1微米×1微米扫描面积,然后沿悬臂梁的长度方向选择3个点进行测试,如,均匀点间距200nm。从悬臂梁的根部到端部,连续选择三个点后进行测试,弹性系数分别为9.04N/m,8.40N/m,8.15N/m。经比较,结果偏差在3.5%-7%之间。Carrying out similar micro-area force resolution function tests according to the program in Figure 5 is to obtain the force resolution of different points on a certain micro-area in the microstructure, such as automatic measurement of different positions within the scale of less than 1 micron, to avoid manual measurement and positioning. error due to accuracy. After the test, the elastic coefficient corresponding to each position point is obtained through calculation. Select a scanning area of 1 micron × 1 micron, and then select 3 points along the length direction of the cantilever beam for testing, for example, the uniform point spacing is 200nm. From the root to the end of the cantilever beam, three points are selected continuously for testing, and the elastic coefficients are 9.04N/m, 8.40N/m, and 8.15N/m respectively. By comparison, the result deviation is between 3.5% and 7%.

按照图6流程进行测试,保持探针在恒定力的作用下,连续在微结构上自动移动探针。通过设置几个不同力的参考点,系统自动变化载荷(差分力)将力施加到悬臂梁上,这样能够获得悬臂梁在不同载荷下的位移变化,即形变量,通过差分力和形变量就可以得到在悬臂梁的扫描长度方向上微结构弹性系数随扫描长度的变化关系。图8示意的一个例子。The test is carried out according to the flow chart in Figure 6, and the probe is continuously and automatically moved on the microstructure under the action of a constant force. By setting several reference points of different forces, the system automatically changes the load (differential force) to apply the force to the cantilever beam, so that the displacement change of the cantilever beam under different loads, that is, the deformation, can be obtained through the differential force and deformation. The relationship between the elastic coefficient of the microstructure and the scanning length in the scanning length direction of the cantilever beam can be obtained. An example is shown in Figure 8.

试验选择弹性系数为0.8N/m的悬臂梁,其长度为200μm,宽度为40μm,厚度为1.55μm。利用弹性系数为16N/m的参考悬臂梁压在靠近悬壁根部70-80μm处,扫描长度10μm,实验中探针的扫描速率为1Hz。测试的位移分辨达到2nm。除了在悬臂根部外,存在较大误差,在整个测试的长度上,得到了悬臂梁弹性系数随长度的变化关系,结果与理论是一致的,弹性系数k与长度L的三次方成反比,弹性系数从14.20N/m变化到11.39N/m。远离根部弹性系数明显变小,测试结果曲线中的起伏可以明显观察到。这是由于,即使没有外界噪声,两个悬臂梁在扫描过程中相互接触运动产生了类似于共振效应的结果。单线扫描测试后,保持探针在原位,将测试模式转换到单次模式下进行单点的弹性系数测试,用来比较与单线扫描模式下所获得的弹性系数。原位测量得到弹性系数为13.40N/m,这位于单线扫描模式下的弹性系数从14.20N/m到11.39N/m之间,由此结果可知系统具有较好的一致性。The cantilever beam with an elastic coefficient of 0.8N/m was selected for the test, its length was 200 μm, its width was 40 μm, and its thickness was 1.55 μm. A reference cantilever beam with an elastic coefficient of 16N/m is pressed at a place 70-80 μm near the root of the cantilever, the scanning length is 10 μm, and the scanning rate of the probe in the experiment is 1 Hz. The displacement resolution of the test reaches 2nm. Except at the root of the cantilever, there is a large error. In the entire length of the test, the relationship between the elastic coefficient of the cantilever beam and the length is obtained. The results are consistent with the theory. The elastic coefficient k is inversely proportional to the cube of the length L, and the elasticity The coefficient varies from 14.20N/m to 11.39N/m. The elastic coefficient becomes significantly smaller away from the root, and the fluctuations in the test result curve can be clearly observed. This is because, even if there is no external noise, the contact motion of the two cantilever beams during the scanning process produces a result similar to the resonance effect. After the single-line scan test, keep the probe in place, and switch the test mode to the single-shot mode to perform a single-point elastic coefficient test, which is used to compare with the elastic coefficient obtained in the single-line scan mode. The elastic coefficient obtained by in-situ measurement is 13.40N/m, which is between 14.20N/m and 11.39N/m in the single-line scanning mode. The results show that the system has good consistency.

Claims (7)

1、一种用于原子力显微镜的二维微动平台,包括底座、电荷耦合器件系统、PZT扫描管,其特征在于,二维微动平台(2)的中心开孔用于安装PZT扫描管(7),其中在互相垂直的X和Y位置上分别有两个调节旋钮(5)、(6),两个调节旋钮连接两个驱动杆,两个驱动杆与PZT扫描管连接,所述的二维微动平台固定在底座(1)上。1. A two-dimensional micro-motion platform for atomic force microscope, comprising a base, a charge-coupled device system, and a PZT scanning tube, characterized in that the central opening of the two-dimensional micro-motion platform (2) is used to install a PZT scanning tube ( 7), wherein there are two adjustment knobs (5), (6) respectively on mutually perpendicular X and Y positions, the two adjustment knobs are connected with two drive rods, and the two drive rods are connected with the PZT scanning tube, the described The two-dimensional micro-motion platform is fixed on the base (1). 2、按权利要求1所述的用于原子力显微镜的二维微动平台,其特征在于所述二维微动平台水平方向上的位移范围为3×3平方毫米。2. The two-dimensional micro-motion platform for atomic force microscope according to claim 1, characterized in that the displacement range of the two-dimensional micro-motion platform in the horizontal direction is 3×3 square millimeters. 3、按权利要求1所述的用于原子力显微镜的二维微动平台,其特征在于二维微动平台和底座是由钢材制备的。3. The two-dimensional micro-motion platform for atomic force microscope according to claim 1, characterized in that the two-dimensional micro-motion platform and the base are made of steel. 4、按权利要求1所述的用于原子力显微镜的二维微动平台,其特征在于PZT扫描管是通过环氧胶固定在二维微动平台的中心孔中,包含PZT扫描管的二维微动平台固定在原子力显微镜系统中。4. The two-dimensional micro-motion platform for atomic force microscope according to claim 1, characterized in that the PZT scanning tube is fixed in the central hole of the two-dimensional micro-motion platform by epoxy glue, and the two-dimensional micro-motion platform comprising the PZT scanning tube The micro-motion platform is fixed in the atomic force microscope system. 5、按权利要求1或4所述的用于原子力显微镜的二维微动平台,其特征在于PZT扫描管的最大扫描位移为20微米。5. The two-dimensional micro-motion platform for atomic force microscope according to claim 1 or 4, characterized in that the maximum scanning displacement of the PZT scanning tube is 20 microns. 6、利用权利要求1-5中任一项所述的用于原子力显微镜的经改进的二维微动平台进行力学参数的测试方法,其特征在于原位提取悬臂梁的弹性系数和杨氏模量的参数测试分下述三种情形中任一种:6. The method for testing mechanical parameters using the improved two-dimensional micro-motion platform for atomic force microscope according to any one of claims 1-5, characterized in that the elastic coefficient and Young's modulus of the cantilever beam are extracted in situ The parameter test of the quantity can be divided into any of the following three situations: A.在微结构上固定点的力学参数测试,也即单点的单次力曲线测试,测试步骤是:首先用已知弹性系数的参考悬臂梁探针在硬基底进行第一个力-位移曲线测试,获得其斜率数据;然后,在待测试的悬臂梁上,在CCD视野观察下,移动二维微动平台,选择好待测试的位置,将参考悬臂梁置于待测试的微悬臂梁上所选定的位置进行第二个力-位移曲线测试,得到相应的斜率,由给定参考悬臂梁的弹性系数,利用公式(1)计算待测试悬臂梁的弹性系数;由给定待测试悬臂梁的结构参数,再由相应的公式(2)计算直接获得待测试的未知悬臂梁的杨氏模量和悬臂梁根部的应力;A. The mechanical parameter test of a fixed point on the microstructure, that is, the single-point single-time force curve test, the test steps are: first use a reference cantilever beam probe with a known elastic coefficient to perform the first force-displacement on a hard substrate Curve test to obtain its slope data; then, on the cantilever to be tested, under the observation of the CCD field of view, move the two-dimensional micro-motion platform, select the position to be tested, and place the reference cantilever on the micro-cantilever to be tested Carry out the second force-displacement curve test at the selected position above to obtain the corresponding slope, and use the formula (1) to calculate the elastic coefficient of the cantilever beam to be tested from the given reference cantilever beam elastic coefficient; The structural parameters of the cantilever beam are then calculated by the corresponding formula (2) to directly obtain the Young's modulus of the unknown cantilever beam to be tested and the stress at the root of the cantilever beam; B.在微区逐点进行力-位移功能测试,首先选定扫描面积,然后设定数个待测试点,基本操作顺序同A所述的固定点相同,然后进行力-位移测试,进行逐点自动测试,得到悬臂梁上逐点的力-曲线数据,提取其斜率数据,按照给定公式(1)计算,经过测试和计算得到各个位置点对应的弹性系数;B. Carry out the force-displacement function test point by point in the micro area, first select the scanning area, and then set several points to be tested, the basic operation sequence is the same as the fixed point described in A, and then carry out the force-displacement test, and carry out step by step Point-by-point automatic test, obtain point-by-point force-curve data on the cantilever beam, extract its slope data, calculate according to the given formula (1), and obtain the elastic coefficient corresponding to each position point after testing and calculation; C.微区连续弹性系数测试,也即参考悬臂梁探针对被测试悬臂梁上某一微小区域内连续弹性系数分析测试,是单线的力扫描方式,步骤是:首先在硬基底上进行选区,然后设置力载荷和扫描尺寸,进行参考悬臂梁在硬基底上的连续扫描,获取恒定力下和悬臂梁X、Y方向的扫描位置、Z方向形变数据;然后在CCD视野下和微动平台的操作下,将参考悬臂梁置于被测试悬臂梁上微区内,设置几个不同水平大小的力载荷和相同扫描尺寸,执行扫描测试,程序自动变化载荷将差分力施加到悬臂梁上,获得悬臂梁在不同载荷下的位移变化的形变量,按照公式(3),通过差分力和位移就得到在悬臂梁的扫描长度方向上微结构弹性系数随扫描长度的变化关系;C. Micro-area continuous elastic coefficient test, that is, refer to the cantilever beam probe to analyze and test the continuous elastic coefficient in a small area on the tested cantilever beam. It is a single-line force scanning method. The steps are: first select the area on the hard substrate , and then set the force load and scanning size, conduct continuous scanning of the reference cantilever beam on the hard substrate, and obtain the scanning position and deformation data of the cantilever beam in the X and Y directions under constant force, and the deformation data in the Z direction; then under the CCD field of view and the micro-motion platform Under the operation of , place the reference cantilever beam in the micro-area of the tested cantilever beam, set several force loads of different levels and the same scan size, and execute the scan test. The program automatically changes the load and applies the differential force to the cantilever beam to obtain the cantilever The deformation of the displacement of the beam under different loads, according to the formula (3), the relationship between the elastic coefficient of the microstructure and the scanning length in the scanning length direction of the cantilever beam can be obtained through the differential force and displacement; 所述的公式(1)、(2)、(3)为Described formula (1), (2), (3) are kk == kk refref &delta;&delta; testtest coscos (( &theta;&theta; )) &delta;&delta; tottot -- &delta;&delta; testtest -- -- -- (( 11 )) kk == EwtEwt 33 44 LL 33 -- -- -- (( 22 )) kk == &Delta;F&Delta;F &Delta;z&Delta;z -- -- -- (( 33 )) 式中,k是待测的未知悬臂梁的弹性系数,kref是已知的参考悬臂梁的弹性系数,δtot是参考悬臂梁的总形变量,δtest是在被测试悬臂梁上的形变量,θ为两悬臂梁之间的夹角;In the formula, k is the elastic coefficient of the unknown cantilever beam to be tested, k ref is the elastic coefficient of the known reference cantilever beam, δ tot is the total deformation of the reference cantilever beam, and δ test is the shape of the tested cantilever beam variable, θ is the angle between the two cantilever beams; 厚度t,宽度w,长度L为待测悬臂梁的结构参数,E为杨氏模量;Thickness t, width w, and length L are structural parameters of the cantilever beam to be tested, and E is Young's modulus; ΔF为差分力,ΔZ为悬臂梁在法向Z方向发生形变,也称之为差分位移;ΔF is the differential force, and ΔZ is the deformation of the cantilever beam in the normal Z direction, also known as the differential displacement; 所述的硬基底是指平坦的硅表面,所述的CCD视野为可视的电荷耦合器件系统的视野。The hard substrate refers to a flat silicon surface, and the field of view of the CCD is the field of view of a visible charge-coupled device system. 7、按权利要求6所述的用于原子力显微镜的二维微动平台进行力学参数的测试方法,其特征在于在B情况下对应小于1微米尺度的微区内不同位置点的自动移动测量。7. The method for testing the mechanical parameters of the two-dimensional micro-motion platform used in the atomic force microscope according to claim 6, characterized in that in the case of B, it corresponds to the automatic movement measurement of different positions in the micro-area with a scale of less than 1 micron.
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