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CN109458990B - A method for measuring the pose of instruments and equipment and error compensation based on marker-free anchor point detection - Google Patents

A method for measuring the pose of instruments and equipment and error compensation based on marker-free anchor point detection Download PDF

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CN109458990B
CN109458990B CN201811325557.7A CN201811325557A CN109458990B CN 109458990 B CN109458990 B CN 109458990B CN 201811325557 A CN201811325557 A CN 201811325557A CN 109458990 B CN109458990 B CN 109458990B
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刘桂雄
黄坚
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South China University of Technology SCUT
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Abstract

本发明提供一种基于免标记锚点检测的仪器设备位姿测量及误差补偿方法,包括使用已训练好的DeepLabCut深度神经网络模型检测出仪器设备在图像上的锚点,输出各个锚点在图像中的X坐标、Y坐标及置信度;初始化阶段,使用标定板标定相机参数、测量仪器锚点的物理距离,所有锚点、其世界坐标、锚点之间的距离共同构成锚点网络拓扑;在新的图像上检测出锚点集,根据锚点网络拓扑、世界坐标、相机内参计算出此时的旋转矩阵、偏移向量,计算出锚点的相机坐标。则仪器的整体位姿便为旋转矩阵、偏移向量,其中各个锚点的相机坐标则是各个锚点在空间中的位置。

Figure 201811325557

The present invention provides a method for measuring and compensating the pose of instruments and equipment based on marker-free anchor point detection. X coordinate, Y coordinate and confidence in the initialization stage, use the calibration board to calibrate the camera parameters, measure the physical distance of the anchor point of the instrument, all anchor points, their world coordinates, and the distance between the anchor points together constitute the anchor point network topology; The anchor point set is detected on the new image, and the rotation matrix and offset vector at this time are calculated according to the anchor point network topology, world coordinates, and camera internal parameters, and the camera coordinates of the anchor point are calculated. Then the overall pose of the instrument is the rotation matrix and the offset vector, and the camera coordinates of each anchor point are the position of each anchor point in space.

Figure 201811325557

Description

一种基于免标记锚点检测的仪器设备位姿测量及误差补偿 方法A kind of instrument and equipment pose measurement and error compensation based on marker-free anchor point detection method

技术领域technical field

本发明涉及机器视觉领域,尤其涉及基于人工智能的视觉检测测量领域中基于免标记锚点检测的仪器设备位姿测量及误差补偿方法。The invention relates to the field of machine vision, and in particular to a method for measuring the pose of instruments and equipment based on marker-free anchor point detection and an error compensation method in the field of artificial intelligence-based visual detection and measurement.

背景技术Background technique

量化操作行为是实现智能评判人工操作的瓶颈之一,视觉图像是在不同环境中观察、记录人工操作的简单方法,然而提取动作特征量化操作行为进行进一步分析的工作量极大。在测量控制中,通常采用添加标记的方法来辅助计算机跟踪,但是标记是侵入性的,且标记数量、位置必须预先确定。本发明提出一种基于免标记锚点检测的仪器设备位姿测量及误差补偿方法,实现了根据特点锚点结构实现任意仪器设备的位姿、位置测量。Quantifying operation behavior is one of the bottlenecks in realizing intelligent judgment of manual operation. Visual images are a simple method to observe and record manual operations in different environments. In measurement control, the method of adding markers is usually used to assist computer tracking, but markers are invasive, and the number and location of markers must be predetermined. The present invention proposes a method for measuring and compensating the position and attitude of instruments and equipment based on the detection of marker-free anchor points.

发明内容SUMMARY OF THE INVENTION

为解决上述存在的问题与缺陷,本发明实现不添加任何标记地准确跟踪人工操作、可在图像上任意定义特征锚点,实现了根据特点锚点结构实现任意仪器设备的位姿、位置测量。In order to solve the above problems and defects, the present invention realizes accurate tracking of manual operations without adding any marks, and can define feature anchor points arbitrarily on the image, and realizes the pose and position measurement of any instrument and equipment according to the feature anchor point structure.

本发明的目的通过以下的技术方案来实现:The object of the present invention is achieved through the following technical solutions:

一种基于免标记锚点检测的仪器设备位姿测量及误差补偿方法,所述方法包括:A method for measuring and compensating the pose of an instrument and equipment based on marker-free anchor point detection, the method comprising:

步骤A使用已训练好的DeepLabCut深度神经网络模型P-DLC(PretrainedDeepLabCut Network)检测出仪器设备在图像上的免标记锚点,不同锚点按某一顺序排列,并输出各个锚点在图像中的X坐标、Y坐标及置信度;Step A uses the trained DeepLabCut deep neural network model P-DLC (PretrainedDeepLabCut Network) to detect the label-free anchor points of the instrument and equipment on the image, the different anchor points are arranged in a certain order, and output each anchor point in the image. X coordinate, Y coordinate and confidence;

步骤B使用标定板标定相机参数,置放仪器设备使标定板与锚点平面重合,将每个在图像中的X坐标、Y坐标映射为世界坐标,测出所有锚点对的物理距离,由所有锚点、世界坐标及锚点之间的距离共同构成锚点网络拓扑;Step B: Use the calibration board to calibrate the camera parameters, place the equipment to make the calibration board coincide with the anchor point plane, map each X coordinate and Y coordinate in the image to the world coordinate, and measure the physical distance of all anchor point pairs, by All anchor points, world coordinates and distances between anchor points together constitute the anchor network topology;

步骤C在新的图像上检测出锚点集,根据锚点网络拓扑、世界坐标、相机内参计算出此时的旋转矩阵与偏移向量,然后计算出相机坐标,实现仪器设备位姿测量;Step C detects the anchor point set on the new image, calculates the rotation matrix and offset vector at this time according to the anchor point network topology, world coordinates, and internal parameters of the camera, and then calculates the camera coordinates to realize the pose measurement of the instrument and equipment;

步骤D选中图像中任意3个锚点,在新的第i张图像中,测得选中3个锚点的图像坐标,并由某一准确图像中测得的相机坐标,计算得到仪器设备在深度方向上的准确测量值,并由该测量值取代步骤C中仪器设备位姿测量在深度方向上的测量值,实现仪器位姿补偿。Step D: Select any 3 anchor points in the image, and in the new i-th image, measure the image coordinates of the selected 3 anchor points, and calculate the depth of the instrument and equipment from the camera coordinates measured in an accurate image. The accurate measurement value in the direction is replaced by the measurement value in the depth direction of the instrument and equipment pose measurement in step C, so as to realize the instrument pose compensation.

本发明有益效果是:The beneficial effects of the present invention are:

实现不添加任何标记地准确跟踪人工操作、可在图像上任意定义特征锚点,实现了根据特点锚点结构实现任意仪器设备的位姿、位置测量。It realizes accurate tracking of manual operations without adding any marks, and can define feature anchor points arbitrarily on the image, and realizes the pose and position measurement of any instrument and equipment according to the feature anchor point structure.

附图说明Description of drawings

图1是本发明所述的基于免标记锚点检测的仪器设备位姿测量及误差补偿方法流程框图。FIG. 1 is a flow chart of the method for measuring the pose of an instrument and equipment based on marker-free anchor point detection and an error compensation method according to the present invention.

具体实施方式Detailed ways

下面结合实施例及附图对本发明作进一步详细的描述。The present invention will be described in further detail below with reference to the embodiments and the accompanying drawings.

本发明是一种基于免标记锚点检测的仪器设备位姿测量及误差补偿方法,如图1所示,该方法包括如下步骤:The present invention is a method for measuring and compensating the position and attitude of instruments and equipment based on marker-free anchor point detection. As shown in FIG. 1 , the method includes the following steps:

步骤10检测仪器设备免标记锚点;使用已训练好的DeepLabCut深度神经网络模型(Pretrained DeepLabCut Network,P-DLC)检测出仪器设备在图像上的锚点,不同锚点按某一顺序排列,并输出各个锚点在图像中的X坐标、Y坐标及置信度。Step 10 Detect the label-free anchor points of the equipment; use the trained DeepLabCut deep neural network model (Pretrained DeepLabCut Network, P-DLC) to detect the anchor points of the equipment on the image, the different anchor points are arranged in a certain order, and Output the X coordinate, Y coordinate and confidence of each anchor point in the image.

设总共N个锚点,设总共N个锚点,记为pan_1,pan_2,pan_3…pan_N;第n个锚点为pan_n(n∈[1,N])这时候,并输出各个锚点在图像中的X坐标

Figure GDA0002767395510000021
Y坐标
Figure GDA0002767395510000022
及置信度ρan_n。Let a total of N anchor points, let a total of N anchor points, denoted as pan_1 , pan_2 , pan_3 ... pan_N ; the nth anchor point is pan_n (n∈[1,N]) At this time, and output The X coordinate of each anchor point in the image
Figure GDA0002767395510000021
Y coordinate
Figure GDA0002767395510000022
and confidence ρ an_n .

步骤20初始化阶段,使用标定板标定相机参数、测量仪器锚点的物理距离;使用张氏标定法标定相机内参数;之后将仪器置放于与相机中轴线呈垂直,并且完全处于相机视场中,使标定板与锚点平面重合,将每个在图像中的X坐标、Y坐标映射为世界坐标,并测出所有锚点对的物理距离,由所有锚点、其世界坐标、锚点之间的距离共同构成锚点网络拓扑;Step 20 In the initialization phase, use the calibration plate to calibrate the camera parameters and measure the physical distance of the anchor point of the instrument; use the Zhang's calibration method to calibrate the internal parameters of the camera; then place the instrument perpendicular to the central axis of the camera and completely in the camera's field of view , make the calibration plate coincide with the plane of the anchor point, map each X coordinate and Y coordinate in the image to the world coordinate, and measure the physical distance of all pairs of anchor points. The distance between them together constitutes the anchor network topology;

设使用张氏标定法标定相机内参数为

Figure GDA0002767395510000031
其中
Figure GDA0002767395510000032
为相机焦距,
Figure GDA0002767395510000033
为图像上在X轴、Y轴上的像素分辨率,单位为像素每毫米(ppm),
Figure GDA0002767395510000034
为投影中心X坐标与Y坐标;Let Zhang's calibration method be used to calibrate the internal parameters of the camera as
Figure GDA0002767395510000031
in
Figure GDA0002767395510000032
is the focal length of the camera,
Figure GDA0002767395510000033
is the pixel resolution on the X-axis and Y-axis on the image, in pixels per millimeter (ppm),
Figure GDA0002767395510000034
is the X coordinate and Y coordinate of the projection center;

则在仪器置放于与相机中轴线呈垂直,并且完全处于相机视场中,使标定板与锚点平面重合测量仪器各特征锚点的世界坐标,如第n个锚点为pan_n(n∈[1,N])图像坐标

Figure GDA0002767395510000035
则世界坐标为
Figure GDA0002767395510000036
Then, when the instrument is placed perpendicular to the central axis of the camera and is completely in the field of view of the camera, make the calibration plate coincide with the anchor point plane to measure the world coordinates of each feature anchor point of the instrument, for example, the nth anchor point is pan_n (n ∈[1,N]) image coordinates
Figure GDA0002767395510000035
Then the world coordinates are
Figure GDA0002767395510000036

Figure GDA0002767395510000037
Figure GDA0002767395510000037

并计算所有锚点对之间的距离,如第n1、n2个锚点之间的距离dn1n2And calculate the distance between all pairs of anchor points, such as the distance d n1n2 between the n 1 and n 2 anchor points is

Figure GDA0002767395510000038
Figure GDA0002767395510000038

所有锚点、锚点的世界坐标、锚点之间的距离共同构成锚点网络拓扑。All anchor points, the world coordinates of the anchor points, and the distance between the anchor points together constitute the anchor point network topology.

步骤30仪器位姿测量阶段;在新的图像上检测出锚点集,根据锚点网络拓扑、世界坐标

Figure GDA0002767395510000039
相机内参K计算出此时的旋转矩阵R、偏移向量t,之后,计算出相机坐标
Figure GDA00027673955100000310
Step 30: Instrument pose measurement stage; the anchor point set is detected on the new image, according to the anchor point network topology, world coordinates
Figure GDA0002767395510000039
The camera internal parameter K calculates the rotation matrix R and offset vector t at this time, and then calculates the camera coordinates
Figure GDA00027673955100000310

Figure GDA00027673955100000311
Figure GDA00027673955100000311

则仪器的整体位姿便为旋转矩阵R、偏移向量t,其中各个锚点的相机坐标则是各个锚点在空间中的位置。Then the overall pose of the instrument is the rotation matrix R and the offset vector t, and the camera coordinates of each anchor point are the position of each anchor point in space.

步骤40仪器位姿补偿阶段;任意选中图像中的3个锚点(第n1、n2、n3个),在新的第i张图像中,测得这3个锚点的图像坐标为

Figure GDA0002767395510000041
已知前面某一准确图像中测得的相机坐标
Figure GDA0002767395510000042
则可以对于点n1、n2有:Step 40: Instrument pose compensation stage; 3 anchor points (n 1 , n 2 , n 3 ) in the image are arbitrarily selected, and in the new i-th image, the measured image coordinates of these 3 anchor points are
Figure GDA0002767395510000041
The camera coordinates measured in an accurate previous image are known
Figure GDA0002767395510000042
Then for points n 1 , n 2 we have:

Figure GDA0002767395510000043
Figure GDA0002767395510000043

Figure GDA0002767395510000044
Figure GDA0002767395510000044

其中k为缩放系数,设其为where k is the scaling factor, let it be

Figure GDA0002767395510000045
Figure GDA0002767395510000045

,则3个点可以构建出方程组,, then the three points can construct a system of equations,

Figure GDA0002767395510000046
Figure GDA0002767395510000046

由于有3个未知量

Figure GDA0002767395510000047
与3个方程,方程可解。计算得的值用于取代步骤C中在深度方向上的测量值
Figure GDA0002767395510000048
则实现了补偿。Since there are 3 unknowns
Figure GDA0002767395510000047
With 3 equations, the equation is solvable. The calculated value is used to replace the measured value in the depth direction in step C
Figure GDA0002767395510000048
compensation is achieved.

虽然本发明所揭露的实施方式如上。但所述的内容只是为了便于理解本发明而采用的实施方式,并非用以限定本发明。任何本发明所属技术领域内的技术人员,在不脱离本发明所揭露的精神和范围的前提下,可以在实施的形式上及细节上作任何的修改与变化,但本发明的专利保护范围,仍须以所附的权利要求书所界定的范围为准。Although the disclosed embodiments of the present invention are as above. However, the content described is only an embodiment adopted to facilitate understanding of the present invention, and is not intended to limit the present invention. Any person skilled in the art to which the present invention belongs, without departing from the spirit and scope disclosed by the present invention, can make any modifications and changes in the form and details of the implementation, but the scope of patent protection of the present invention, The scope as defined by the appended claims shall still prevail.

Claims (5)

1. An instrument and equipment pose measurement and error compensation method based on mark-free anchor point detection is characterized by comprising the following steps:
step A, detecting the mark-free anchor points of the instrument equipment on the image by using a trained deep neural network model P-DLC, arranging different anchor points according to a certain sequence, and outputting the X coordinate, the Y coordinate and the confidence coefficient of each anchor point in the image;
b, calibrating camera parameters by using a calibration plate, placing instruments to enable the calibration plate to coincide with the anchor point plane, mapping each X coordinate and each Y coordinate in the image into a world coordinate, measuring the physical distance of all anchor point pairs, and forming an anchor point network topology by all anchor points, the world coordinates and the distances among the anchor points;
step C, detecting an anchor point set on a new image, calculating a rotation matrix and an offset vector at the moment according to anchor point network topology, world coordinates and camera internal parameters, and then calculating camera coordinates to realize instrument and equipment pose measurement;
and D, selecting any 3 anchor points in the image, measuring the image coordinates of the selected 3 anchor points in the new ith image, calculating to obtain an accurate measurement value of the instrument in the depth direction according to the camera coordinates measured in a certain accurate image, and replacing the measurement value of the instrument pose measurement in the depth direction in the step C by the measurement value to realize instrument pose compensation.
2. The method for measuring pose and compensating error of instrument and equipment based on marker-free anchor point detection according to claim 1, wherein the step a specifically comprises:
let a total of N anchor points, denoted as pan_1,pan_2,pan_3…pan_N(ii) a The nth anchor point is pan_n(n∈[1,N]) And outputting the X coordinates of each anchor point in the image
Figure FDA0002719843790000011
Y coordinate
Figure FDA0002719843790000012
And confidence rhoan_n
3. The method for measuring pose and compensating error of instrument and equipment based on marker-free anchor point detection according to claim 1, wherein the step B specifically comprises:
using Zhang's scaling method to scale camera internal parameters and setting them as
Figure FDA0002719843790000013
Wherein
Figure FDA0002719843790000014
Is the focal length of the camera and is,
Figure FDA0002719843790000015
pixel resolution on the image, in X-axis, Y-axis, in pixels per millimeter (ppm),
Figure FDA0002719843790000016
the X coordinate and the Y coordinate of the projection center are obtained;
the instrument is placed in the field of view of the camera, perpendicular to the central axis of the camera, so that the calibration plate and the anchor point plane coincide with each other to measure the instrumentWorld coordinates of characteristic anchor points, e.g. p for the nth anchor pointan_n(n∈[1,N]) Image coordinates
Figure FDA0002719843790000021
Then the world coordinate is
Figure FDA0002719843790000022
Figure FDA0002719843790000023
Calculating the distance between all pairs of anchor points, e.g. n1、n2Distance between anchor points
Figure FDA0002719843790000024
Is composed of
Figure FDA0002719843790000025
And all anchor points, the world coordinates of the anchor points and the distances among the anchor points jointly form an anchor point network topology.
4. The method for measuring pose and compensating error of instrument and equipment based on marker-free anchor point detection according to claim 1, wherein the step C specifically comprises: detecting an anchor point set on a new image according to the network topology and world coordinates of the anchor points
Figure FDA0002719843790000026
The camera internal parameter K calculates the rotation matrix R and the offset vector t at the moment, and then calculates the camera coordinates
Figure FDA0002719843790000027
Figure FDA0002719843790000028
The overall pose of the instrument is the rotation matrix R, offset vector t, where the camera coordinates of each anchor point are the position of each anchor point in space.
5. The method for measuring pose and compensating error of instrument and equipment based on marker-free anchor point detection according to claim 1, wherein the step D specifically comprises:
in the new ith image, 3 anchor points in the image, namely the nth image, are selected1、n2、n3The image coordinates of the 3 anchor points are measured as
Figure FDA0002719843790000029
Knowing the camera coordinates measured in a certain accurate image of the front
Figure FDA00027198437900000210
Then it can be for point n1、n2Comprises the following steps:
Figure FDA00027198437900000211
Figure FDA0002719843790000031
where k is a scaling factor, let it be
Figure FDA0002719843790000032
Then 3 points can construct a system of equations for solving the unknowns
Figure FDA0002719843790000033
Figure FDA0002719843790000034
Since there are 3 unknowns
Figure FDA0002719843790000035
With 3 equations, the equations are solvable; the calculated value is used to replace the measured value in the depth direction in step C
Figure FDA0002719843790000036
Compensation is achieved.
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