CN112179291A - Calibration method of self-rotating scanning type line structured light three-dimensional measurement device - Google Patents

Calibration method of self-rotating scanning type line structured light three-dimensional measurement device Download PDF

Info

Publication number
CN112179291A
CN112179291A CN202011008958.7A CN202011008958A CN112179291A CN 112179291 A CN112179291 A CN 112179291A CN 202011008958 A CN202011008958 A CN 202011008958A CN 112179291 A CN112179291 A CN 112179291A
Authority
CN
China
Prior art keywords
self
structured light
coordinate system
dimensional
measuring instrument
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN202011008958.7A
Other languages
Chinese (zh)
Other versions
CN112179291B (en
Inventor
赵建平
钦星辰
冯常
张质子
程勇
蔡根
廖礼斌
王从政
陈志波
杨丽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Institute of Optics and Electronics of CAS
Original Assignee
Institute of Optics and Electronics of CAS
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Institute of Optics and Electronics of CAS filed Critical Institute of Optics and Electronics of CAS
Priority to CN202011008958.7A priority Critical patent/CN112179291B/en
Publication of CN112179291A publication Critical patent/CN112179291A/en
Application granted granted Critical
Publication of CN112179291B publication Critical patent/CN112179291B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • G01B11/24Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures
    • G01B11/25Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures by projecting a pattern, e.g. one or more lines, moiré fringes on the object
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • G01B11/24Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures
    • G01B11/25Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures by projecting a pattern, e.g. one or more lines, moiré fringes on the object
    • G01B11/2504Calibration devices

Abstract

The invention discloses a calibration method of a self-rotating scanning line structured light three-dimensional measurement device, and belongs to the technical field of three-dimensional measurement. The self-rotating scanning type linear structured light three-dimensional measuring device mainly comprises a linear structured light profile measuring instrument and a high-precision rotary table, wherein a coordinate system of the self-rotating scanning type linear structured light three-dimensional measuring device is generally established based on a rotating axis of the high-precision rotary table and is not superposed with a coordinate system of the linear structured light profile measuring instrument, and the position relationship between the coordinate system and the coordinate system cannot be accurately determined through mechanical installation. The calibration method realizes the calibration of the position parameters between the coordinate system of the line structured light profile measuring instrument and the coordinate system of the self-rotating scanning line structured light three-dimensional measuring device by means of the plane target, is simple, convenient and effective, and is favorable for improving the measurement precision of the self-rotating scanning line structured light three-dimensional measuring device.

Description

Calibration method of self-rotating scanning type line structured light three-dimensional measurement device
Technical Field
The invention belongs to the technical field of three-dimensional measurement, and particularly relates to a calibration method of a self-rotating scanning line structured light three-dimensional measurement device.
Background
Parts such as large-scale pipelines, pressure vessels, tank bodies and the like are one of important parts of petrochemical engineering and nuclear power engineering projects. After the components such as the pipeline, the pressure container, the tank body and the like are used for a certain period in operation, the geometric dimension detection needs to be carried out on the inside of the pipeline, the inside of the pressure container and the inside of the tank body. Because these parts have been installed at the job site, and the field environment is abominable, and the operating mode is complicated, and personnel are difficult to get into to measure, and traditional three-coordinate measuring machine is difficult to accomplish relevant work more.
In order to measure the internal geometric dimensions of components such as pipelines, pressure vessels, tanks and the like, the self-rotating scanning line structured light three-dimensional measuring device can be mounted on a robot or an automatic device and enters the interior of the components to measure the three-dimensional dimensions. The self-rotating scanning type line structure light three-dimensional measuring device is composed of a line structure light profile measuring instrument and a high-precision rotating platform, wherein the line structure light profile measuring instrument is installed on the high-precision rotating platform, and the high-precision rotating platform drives the line structure light profile measuring instrument to rotate and scan to realize three-dimensional size measurement.
Generally, a coordinate system of a self-rotation scanning type linear structured light three-dimensional measuring device is established on a rotating axis of a high-precision rotating table, and because the coordinate system of a linear structured light profile measuring instrument is not coincident with a rotating axis coordinate system of the high-precision rotating table, data measured by the coordinate system of the linear structured light profile measuring instrument needs to be converted into data under the coordinate system of the self-rotation scanning type linear structured light three-dimensional measuring device, and the relationship between the coordinate system and the coordinate system is difficult to be accurately determined through mechanical installation, so that the calibration of the position relationship between the coordinate system of the linear structured light profile measuring instrument and the rotating axis of the high-precision rotating table becomes a key problem.
Disclosure of Invention
The invention aims to solve the problems and provides a calibration method of a self-rotating scanning type linear structured light three-dimensional measuring device based on multi-plane constraint, which aims to calibrate the parameter relationship between the coordinate system of a linear structured light profile measuring instrument and the coordinate system of the self-rotating scanning type linear structured light three-dimensional measuring device with high precision.
The technical scheme adopted by the invention is as follows: a calibration method for a self-rotating scanning line structured light three-dimensional measuring device comprises the following steps:
step A, designing and processing a plane target with a proper size;
b, placing the planar target to be measured in the measuring range of the self-rotating scanning line structured light three-dimensional measuring device;
c, starting the self-rotating scanning type linear structured light three-dimensional measuring device to acquire three-dimensional data of the plane target under a linear structured light profile measuring instrument coordinate system;
d, changing the position of the plane target to be detected (such as rotating or front-back left-right translation), and repeating the step C to obtain three-dimensional data of the plane target under the coordinate system of the linear structured light profile measuring instrument;
and E, based on the mechanical position relation between the linear structure light profile measuring instrument and the rotating shaft of the high-precision rotating table, preliminarily estimating position parameters between the linear structure light profile measuring instrument and the rotating shaft, and further establishing a conversion relation between three-dimensional data under a coordinate system of the linear structure light profile measuring instrument and three-dimensional measurement data under a self-rotating scanning type linear structure light three-dimensional measuring device. And converting the three-dimensional data of the planar target, which is obtained for many times in the step C, D, in the coordinate system of the linear structured light profile measuring instrument into three-dimensional data of the planar target in the self-rotating scanning type linear structured light three-dimensional measuring device.
And F, fitting each plane by adopting a least square method based on the condition that three-dimensional data of each group of plane targets under the self-rotating scanning type line structured light three-dimensional measuring device respectively meet plane constraint to obtain the mean square of each planeRoot error rmse1,rmse2,…,rmsem
Step G, average value of rmse values of fitting results of each group of three-dimensional data is minimized
Figure BDA0002696936770000021
And (3) iteratively solving a relative position parameter between the coordinate system of the linear structure light profile measuring instrument and the coordinate system of the self-rotation scanning type linear structure light three-dimensional measuring device as a target.
By using the calibration method of the self-rotation scanning type linear structure light three-dimensional measuring device based on the multi-plane constraint, parameter calibration between the coordinate system of the linear structure light profile measuring instrument and the coordinate system of the self-rotation scanning type linear structure light three-dimensional measuring device is completed. Compared with the prior art, the following beneficial effects can be obtained:
the invention completes calibration by means of a plane target, does not depend on the installation precision of a mechanical structure, greatly reduces the equipment installation requirement and improves the system measurement precision. In addition, a complex calibration target is not needed, and the manufacturing difficulty of the target is reduced.
Drawings
FIG. 1 is a working diagram of a self-rotating scanning line structured light three-dimensional measurement system of the present invention;
FIG. 2 is a schematic diagram of a three-dimensional measurement system with a self-rotating scanning line structure;
FIG. 3 is a diagram of the relationship between the coordinate system of the line structured light profile measuring apparatus and the coordinate system of the self-rotating scanning line structured light three-dimensional measuring apparatus according to the present invention;
FIG. 4 is a schematic diagram of a calibration method of a self-rotation scanning line structured light three-dimensional measurement device based on multi-plane constraint according to the present invention;
FIG. 5 is a schematic diagram of coordinate transformation of a calibration method of a self-rotation scanning line structured light three-dimensional measurement device based on multi-plane constraint.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described below with reference to specific examples and accompanying drawings.
The calibration method of the self-rotation scanning line structured light three-dimensional measurement device based on multi-plane constraint can be used for realizing three-dimensional measurement of components such as large pipelines, pressure vessels, tanks and the like. The calibration of the line structured light three-dimensional measuring device is realized by scanning the plane targets at a plurality of positions; then the linear structured light three-dimensional measuring probe collects the single section outline of the part, and the polar coordinates are converted into a Cartesian coordinate system through angle information provided by the rotary scanning of the high-precision rotary table, so that the three-dimensional reconstruction of the internal appearance of the part is completed.
As shown in fig. 1, the self-rotating scanning type linear structure light three-dimensional measuring system comprises a linear structure light profile measuring instrument and a high-precision rotating table, wherein the high-precision rotating table is fixedly connected with a housing of the linear structure light profile measuring instrument, the rotating shaft direction is parallel to the strip laser direction, and the self-rotating scanning of the linear structure light profile measuring instrument is realized by controlling the high-precision rotating table to rotate;
as shown in FIG. 2, the coordinate system of the line structured light profile measuring apparatus is OXYZ, and the coordinate system of the self-rotating scanning line structured light measuring apparatus is OrXrYrZr. Wherein, OrZrThe axis coincides with the central axis of the rotary table, and the OZ axis is parallel to the O axisrZrThe axes are parallel, the YOZ plane coincides with the laser plane, and the point O is at XrOrYrOn a plane. m and n are the distance between the two coordinate origins on the axis OrXrAnd axis OrYrThe position parameters m and n can be calibrated by the calibration method of the self-rotating scanning line structured light three-dimensional measuring device based on multi-plane constraint. The method comprises the following specific steps:
step A, designing and processing a plane target with a proper size; wherein, the size of the target is determined according to the size of the designed three-dimensional measuring device;
step B, placing the plane target in the measuring range of the self-rotating scanning line structured light three-dimensional measuring device, as shown in FIG. 3;
c, starting a self-rotating scanning type linear structured light three-dimensional measuring device to acquire three-dimensional data (x, y, z) of the plane target under a linear structured light profile measuring instrument coordinate system;
d, changing the position of the plane target to be detected (such as rotating or front-back left-right translation), and repeating the step C to obtain three-dimensional data of the plane target under the coordinate system of the linear structured light profile measuring instrument;
e, estimating position parameters m and n according to the installation positions of the high-precision rotating table and the linear structure light profile measuring instrument, and further establishing a conversion relation between three-dimensional data under a coordinate system of the linear structure light profile measuring instrument and three-dimensional measuring data under a coordinate system of a self-rotating scanning type linear structure light three-dimensional measuring device;
the coordinate system conversion method is as follows:
the conversion principle of the measurement data is shown in FIG. 4, when the angle alpha is rotated, the coordinate of the measurement point P under the coordinate system of the line structured light profile measuring instrument is (x)i,yi,zi) The coordinate under the coordinate system of the self-rotating scanning line structured light three-dimensional measuring device is (x)r,yr,zr):
L=n-yi
Figure BDA0002696936770000041
Figure BDA0002696936770000042
Figure BDA0002696936770000043
Xr=R×cos(-γ)
Yr=R×sin(-γ)
Zr=Zi
Wherein m ═ OrA,n=OA,R=OrO,L=P’A。
Alpha is a line segment OrA and axis OrXrAt an angle of between, gamma is OrP' and axis OrXrBeta is OrP' andthe angle between the axes OY.
Therefore, the temperature of the molten metal is controlled,
Figure BDA0002696936770000044
converting the three-dimensional data of the planar target obtained for multiple times in the step C, D under the coordinate system of the linear structured light profile measuring instrument into three-dimensional data of the planar target under the self-rotating scanning type linear structured light three-dimensional measuring device;
and F, fitting each plane by adopting a least square method based on the condition that three-dimensional data of each group of plane targets under the self-rotating scanning type line structured light three-dimensional measuring device respectively meet plane constraint to obtain the root mean square error rmse of each plane1,rmse2,…,rmsem
Step G, average value of rmse values of fitting results of each group of three-dimensional data is minimizedAnd iteratively solving a relative position parameter between the coordinate system of the linear structure light profile measuring instrument and the coordinate system of the self-rotating scanning linear structure light three-dimensional measuring device to obtain a calibration result, wherein the m and n values with the minimum S values are the calibration result.
It will be understood by those skilled in the art that the foregoing is only a preferred embodiment of the present invention, and is not intended to limit the invention, and that any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims (2)

1. A calibration method of a three-dimensional measuring device based on self-rotation scanning line structured light is characterized by comprising the following steps: the method comprises the following steps:
step A, designing and processing a plane target with a proper size;
b, placing the planar target to be measured in the measuring range of the self-rotating scanning line structured light three-dimensional measuring device;
c, starting the self-rotating scanning type linear structured light three-dimensional measuring device to acquire three-dimensional data of the plane target under a linear structured light profile measuring instrument coordinate system;
d, changing the position of the plane target to be detected, and repeating the step C to obtain three-dimensional data of the plane target under the coordinate system of the linear structured light profile measuring instrument if the plane target to be detected rotates or moves forwards, backwards, leftwards and rightwards;
step E, based on the mechanical position relationship between the linear structure light profile measuring instrument and the rotating shaft of the high-precision rotating table, preliminarily estimating position parameters between the linear structure light profile measuring instrument and the rotating shaft, further establishing a conversion relationship between three-dimensional data under a coordinate system of the linear structure light profile measuring instrument and three-dimensional measurement data under a self-rotating scanning type linear structure light three-dimensional measurement device, and converting the three-dimensional data of the planar target, which is obtained for many times in the step C, D, under the coordinate system of the linear structure light profile measuring instrument into three-dimensional data of the planar target under the self-rotating scanning type linear structure light three;
and F, fitting each plane by adopting a least square method based on the condition that three-dimensional data of each group of plane targets under the self-rotating scanning type line structured light three-dimensional measuring device respectively meet plane constraint to obtain the root mean square error rmse of each plane1,rmse2,…,rmsem
Step G, average value of rmse values of fitting results of each group of three-dimensional data is minimized
Figure FDA0002696936760000011
And (3) iteratively solving a relative position parameter between the coordinate system of the linear structure light profile measuring instrument and the coordinate system of the self-rotation scanning type linear structure light three-dimensional measuring device as a target.
2. The calibration method of the self-rotation scanning line structured light three-dimensional measurement device based on the multi-plane constraint as recited in claim 1, wherein: the coordinate system conversion method in the step E is as follows:
when the angle alpha is rotated, the coordinate of the measuring point P under the coordinate system of the linear structured light profile measuring instrument is (x)i,yi,zi) The coordinate under the coordinate system of the self-rotating scanning line structured light three-dimensional measuring device is (x)r,yr,zr):
L=n-yi
Figure FDA0002696936760000012
Figure FDA0002696936760000013
Figure FDA0002696936760000014
Xr=R×cos(-γ)
Yr=R×sin(-γ)
Zr=Zi
Wherein m ═ OrA,n=OA,R=OrO,L=P’A,
Alpha is a line segment OrA and axis OrXrAt an angle of between, gamma is OrP' and axis OrXrBeta is OrThe angle between P' and the axis OY;
that is to say that the first and second electrodes,
Figure FDA0002696936760000021
CN202011008958.7A 2020-09-23 2020-09-23 Calibration method of self-rotating scanning type line structured light three-dimensional measurement device Active CN112179291B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011008958.7A CN112179291B (en) 2020-09-23 2020-09-23 Calibration method of self-rotating scanning type line structured light three-dimensional measurement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011008958.7A CN112179291B (en) 2020-09-23 2020-09-23 Calibration method of self-rotating scanning type line structured light three-dimensional measurement device

Publications (2)

Publication Number Publication Date
CN112179291A true CN112179291A (en) 2021-01-05
CN112179291B CN112179291B (en) 2022-03-29

Family

ID=73956345

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011008958.7A Active CN112179291B (en) 2020-09-23 2020-09-23 Calibration method of self-rotating scanning type line structured light three-dimensional measurement device

Country Status (1)

Country Link
CN (1) CN112179291B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112833791A (en) * 2021-02-02 2021-05-25 浙江大学 Space-time calibration method for self-rotating line structured light scanning system
CN114923453A (en) * 2022-05-26 2022-08-19 杭州海康机器人技术有限公司 Calibration method and device for external parameter of linear contourgraph and electronic equipment

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4302400A1 (en) * 1993-01-28 1994-08-04 Stephan Mayer Determining contact angle at interface between liquid and solid media
CN106737859A (en) * 2016-11-29 2017-05-31 江苏瑞伯特视觉科技股份有限公司 The method for calibrating external parameters of sensor and robot based on invariable plane
US20170264885A1 (en) * 2016-03-11 2017-09-14 Cyberoptics Corporation Field calibration of three-dimensional non-contact scanning system
US9807971B1 (en) * 2016-08-17 2017-11-07 Technologies Holdings Corp. Vision system with automatic teat detection
CN108507462A (en) * 2018-02-05 2018-09-07 黑龙江科技大学 A kind of scaling method of four axis measuring apparatus rotary shaft of holographic interference
CN108759714A (en) * 2018-05-22 2018-11-06 华中科技大学 A kind of multi-thread laser profile sensor coordinate system fusion and rotating axis calibration method
CN111366070A (en) * 2018-12-25 2020-07-03 苏州笛卡测试技术有限公司 Multi-axis space coordinate system calibration method for combined type line laser measurement system
CN111504183A (en) * 2020-04-22 2020-08-07 无锡中车时代智能装备有限公司 Calibration method for relative position of linear laser three-dimensional measurement sensor and robot

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4302400A1 (en) * 1993-01-28 1994-08-04 Stephan Mayer Determining contact angle at interface between liquid and solid media
US20170264885A1 (en) * 2016-03-11 2017-09-14 Cyberoptics Corporation Field calibration of three-dimensional non-contact scanning system
US9807971B1 (en) * 2016-08-17 2017-11-07 Technologies Holdings Corp. Vision system with automatic teat detection
CN106737859A (en) * 2016-11-29 2017-05-31 江苏瑞伯特视觉科技股份有限公司 The method for calibrating external parameters of sensor and robot based on invariable plane
CN108507462A (en) * 2018-02-05 2018-09-07 黑龙江科技大学 A kind of scaling method of four axis measuring apparatus rotary shaft of holographic interference
CN108759714A (en) * 2018-05-22 2018-11-06 华中科技大学 A kind of multi-thread laser profile sensor coordinate system fusion and rotating axis calibration method
CN111366070A (en) * 2018-12-25 2020-07-03 苏州笛卡测试技术有限公司 Multi-axis space coordinate system calibration method for combined type line laser measurement system
CN111504183A (en) * 2020-04-22 2020-08-07 无锡中车时代智能装备有限公司 Calibration method for relative position of linear laser three-dimensional measurement sensor and robot

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
吴康彪等: "基于线结构光视觉的燃料组件变形测量技术研究", 《计算机测量与控制》 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112833791A (en) * 2021-02-02 2021-05-25 浙江大学 Space-time calibration method for self-rotating line structured light scanning system
CN112833791B (en) * 2021-02-02 2021-11-19 浙江大学 Space-time calibration method for self-rotating line structured light scanning system
CN114923453A (en) * 2022-05-26 2022-08-19 杭州海康机器人技术有限公司 Calibration method and device for external parameter of linear contourgraph and electronic equipment
WO2023227011A1 (en) * 2022-05-26 2023-11-30 杭州海康机器人股份有限公司 Calibration method and apparatus for external parameters of linear profiler and electronic device
CN114923453B (en) * 2022-05-26 2024-03-05 杭州海康机器人股份有限公司 Calibration method and device for external parameters of linear profiler and electronic equipment

Also Published As

Publication number Publication date
CN112179291B (en) 2022-03-29

Similar Documents

Publication Publication Date Title
CN109870125B (en) Hole-shaft coaxiality measuring device and method for hollow shaft
CN111660295A (en) Industrial robot absolute precision calibration system and calibration method
CN112179291B (en) Calibration method of self-rotating scanning type line structured light three-dimensional measurement device
CN105136031A (en) Five-axis linkage machine tool rotation shaft geometric error continuous measurement method
CN109115191B (en) Total station multi-azimuth coordinate measuring method
JP2013503380A (en) Calibration method for machine tools
CN109623822B (en) Robot hand-eye calibration method
CN105371793A (en) One-time clamping measurement method for geometric error of rotating shaft of five-axis machine tool
CN108582047B (en) Pose precision calibration device and method for six-degree-of-freedom series-parallel polishing robot
CN114485392B (en) Method and system for establishing large-size mechanical reference of spacecraft based on laser tracker
CN111006706B (en) Rotating shaft calibration method based on line laser vision sensor
CN109059773A (en) It is a kind of that self-alignment method being carried out to workbench using transparent two-dimensional grid panel
CN110458894B (en) Calibration method for camera and contact type measuring head of measuring machine
CN110428471B (en) Accurate self-positioning method for optical free-form surface sub-aperture deflection measurement
CN111795651A (en) Method and equipment for measuring parameters of large-scale revolving body by using mechanical arm
CN112549018A (en) Robot line laser rapid hand-eye calibration method
CN111275662A (en) Workpiece positioning method, device and equipment based on two-dimensional code and storage medium
CN113467371B (en) R-test-based five-axis machine tool RTCP parameter calibration method
CN102175145A (en) Method for marking point on surface of workpiece accurately
CN113513986B (en) Geometric tolerance measuring device and measuring method thereof
CN116115338A (en) Handheld probe calibration device and calibration method
CN110455188B (en) Single-axis translation stage and structured light 3D sensor combined measurement calibration method
CN112595280B (en) Method for measuring angled complex surface shape
CN115179323A (en) Machine end pose measuring device based on telecentric vision constraint and precision improving method
CN112308890B (en) Standard ball-assisted reliable registration method for industrial CT measurement coordinate system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant