CN204757926U - Line structure light sensor's calibration device based on mechanical motion - Google Patents

Abstract

The utility model provides a line structure light sensor's calibration device based on mechanical motion, the device is including camera, laser instrument, demarcation plane and motion, characterized by the camera is installed in the terminal and beacon face of allocating of the motion of motion with the laser instrument, the motion end can the perpendicular to be markd the plane direction and is reciprocated, camera and laser instrument can be on planar direction be markd to the perpendicular to simultaneous movement.

Description

A kind of caliberating device of the line structure optical sensor based on mechanical motion

Technical field

The utility model belongs to field of measuring technique, relates to the improvement to structured light parameter calibration method.

Background technology

Structured light vision detection method has the advantages such as wide range, noncontact, Large visual angle and system flexibility are good, is in recent years widely used in industrial environment especially welding field.The demarcation of structured light parameter is mainly utilized to inner parameter and the plane equation of other aid determination optical planes under camera coordinate system of video camera.The object that line-structured light is demarcated makes, by two dimensional image coordinate Reconstruction of three-dimensional world coordinates, to realize three-dimensional measurement.

Demarcation about structured light sensor has following several method at present: one is sawtooth target.Because sawtooth is reflective, so the low precision of picture point that method is extracted, and need external unit strictly to adjust optical plane and a certain reference field is perpendicular, be not suitable for on-site proving; Two is mechanical adjusting method.But the artificial governing loop of the method is many, precision is not high.Three is filament scattering methods, but the method precision is not high and calibration process is comparatively complicated, and four is the plane target drone methods based on moving freely, and the method is comparatively conventional.Also have some without any need for target calibration method, to a certain degree saving cost.

CN03142658.1 discloses " a kind of structured light vision sensor scaling method based on plane target ", the method mainly adopts the two dimensional surface target being distributed with black bars that can move freely to demarcate structured light vision sensor, using the summit of black bars as unique point in calibration process, the demarcation having come intrinsic parameters of the camera by utilizing the conversion between the image coordinate system of unique point and world coordinate system, the method relates to extensive matrixing, calculate complexity of deriving, need high-precision two-dimensional plane target, target difficulty of processing is large, and there is the problem of mutually blocking.

CN200710121397.X discloses " a kind of method for standardizing structural parameter of structure optical vision sensor ", the method is mainly by the plane target having multiple nonlinear characteristic point, by the position of repeatedly plane of motion target, obtain each mobile after a four or more nonlinear characteristic point coordinate on target image, and under transforming to camera coordinate system and then simulate high order ternary structural light equation.The method calibration process complex steps can affect precision, and coordinate transform and fit procedure complexity.

CN200910089307.2 reports " the structured light vision sensor scaling method based on one dimension target ", the method utilizes at least three unique points with known spatial constraint of one dimension target, in conjunction with perspective projection equation, calculate the video camera system coordinate of unique point according to the length constraint of unique point and direction constrain and carry out matching and obtain optic plane equations.The method needs to solve the constrained nonlinear equation of tool, and introduce nonlinear optimization, method is more numerous, and speed is slow, to Initial value choice and noise ratio more responsive, and can not ensure that parameter converges to global optimum.

Utility model content

Technical problem to be solved in the utility model is: by means of only the demarcation controlling motion that vision sensor does (comprising video camera, laser instrument, camera lens etc.) twice vertical direction and can complete optical plane, be a kind of line structure parameter based on mechanical motion scaling method.Calibration process is simple to operate, and do not relate to extensive matrixing, calculated amount is less, there is not the occlusion issue of target, there is not the difficult problem not converging to globally optimal solution solving in constrained nonlinear equation and occur yet, be applicable to the mechanical motion platform of various band scrambler, as mechanical arm and gantry framework robot etc.

For solving the problems of the technologies described above, the utility model provides a kind of scaling method of the line structure optical sensor based on mechanical motion, the device performing described method comprises video camera, laser instrument, demarcation plane and motion, it is characterized in that described video camera and laser instrument are installed on the moving end of motion and guiding calibration plane, described moving end can move up and down perpendicular to demarcation in-plane, video camera and laser instrument being synchronized with the movement perpendicular on the direction demarcating plane, can said method comprising the steps of

Step 1) to demarcate the z-axis of plane as the world coordinate system on ground for vertical direction, utilize Zhang Zhengyou gridiron pattern to demarcate and obtain intrinsic parameters of the camera A and first tessellated external parameter, and the angle α utilizing this external parameter to obtain on the z-axis of camera coordinate system and vertical direction;

Step 2) calculate the picpointed coordinate of distance on adjacent laser striped between respective point and correspondence, comprise

2)-I, the laser instrument being fixed on the moving end of motion penetrates laser to demarcation plane and form laser stripe l in demarcation plane ₁, now for laser stripe l ₁on 1 O ₁in camera review, formed corresponding diagram picture point is P ₁;

2)-II, the moving end of controlled motion mechanism vertically moves h downward or upward ₁distance, now laser is demarcating the laser stripe l that plane is formed ₂on O ₂point formed corresponding diagram picture point in camera review is P ₂,

2)-III, the moving end of controlled motion mechanism vertically moves h again downward or upward ₂distance, now laser is demarcating the laser stripe l that plane is formed ₃on O ₃the picture point that point is corresponding is P ₃, described P1, P2, P3 conllinear on camera review.

Step 3), solve the normal vector of structured light plane,

Adopt step 1) obtain inner parameter A and the step 2 of video camera) in the picture point P that obtains _i, (i=1,2,3), and the normal vector of the parallel plane planar S with structured light is obtained according to Camera Linear Model.

Step 4) according to step 3) normal vector that obtains, and step 1) angle α on the z-axis of camera coordinate system that obtains and vertical direction calculates the angle theta of structured light plane and vertical direction, and the coordinate of point under camera coordinate system obtained further in structured light plane, and then these coordinates and normal vector is utilized to complete demarcation to structured light plane equation.

Described scaling method, is characterized in that described step 1) in first tessellated external parameter comprise tessellated rotation matrix R ₁with translation matrix t ₁, described in calculate the angle α of the z-axis of camera coordinate system and the z-axis of world coordinate system method be make M ₁=[R ₁t ₁], the homogeneous coordinates of its correspondence are $M_1^{\′}=\left[\begin{array}{cc}{R}_1& t_1\\ 0^T& 1\end{array}\right];$ Make a vector along the z-axis direction under world coordinate system $\stackrel{\→}{w}={\left(\begin{array}{ccc}0& 0& 1\end{array}\right)}^T,$ The homogeneous coordinates of its correspondence are ${\stackrel{\→}{w}}^{\′}={\left(\begin{array}{cccc}0& 0& 1& 1\end{array}\right)}^T;$ The vector parallel with camera coordinate system z-axis is made to be then with the angle of the z-axis of the z-axis of camera coordinate system and world coordinate system for α, then have $\mathrm{\α}=\arccos (\stackrel{\→}{w},\stackrel{\→}{c})---\left(1\right).$

Described scaling method, is characterized in that described step 2) described in P1, P2, P3 determine as follows: extract the laser stripe l that arrives of camera acquisition respectively ₁, l ₂, l ₃center line ll ₁, ll ₂, ll ₃, and calculate laser stripe center line ll ₁, ll ₂, ll ₃straight-line equation on image, with ll ₃on a bit as P ₃point, ll ₃vertical line and ll ₂intersection point as P ₂point, ll ₃vertical line and ll ₁intersection point as P ₁point.

Described scaling method, is characterized in that described step 3) in solve the concrete grammar of the normal vector of structured light plane as follows:

Make q _i, (i=1,2,3) are P _i, the normalization coordinate of (i=1,2,3), q _i, (i=1,2,3) and P _i, the homogeneous coordinates of (i=1,2,3) are respectively q _i', (i=1,2,3) and P _i', (i=1,2,3), and q _i', (i=1,2,3) and P _i', the transformation relation of (i=1,2,3) is q _i'=A ^-1p _i' (4);

With the initial point in camera coordinate system for O, and with Oq ₁with Oq ₂angle is θ ₁, Oq ₂with Oq ₃angle is θ ₂,

Obtain θ ₁with θ ₂, order $k_1=\frac{O_2{O}_3\·\sin ({\mathrm{\θ}}_1+{\mathrm{\θ}}_2)}{O_1{O}_3\·\sin {\mathrm{\θ}}_2},k_2=\frac{O_2{O}_3\·\sin {\mathrm{\θ}}_1}{O_1{O}_2\·\sin {\mathrm{\θ}}_2},$

Because θ remains unchanged in whole calibration process, thus with the parallel plane planar S of structured light on get an O ₁', O' ₂, O ₃', order $\left\{\begin{array}{c}{{\mathrm{OO}}_1}^{\′}=\frac{h_2}{\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\\ {{\mathrm{OO}}_2}^{\′}=\frac{k_1{h}_2}{\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\\ {{\mathrm{OO}}_3}^{\′}=\frac{k_2{h}_2}{\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\end{array}\right.---\left(13\right),$ An O can be drawn ₁', O' ₂, O ₃' coordinate $\left\{\begin{array}{c}{O_1}^{\′}=\frac{q_1}{\left|\right|O{q}_1\left|\right|}\left|\right|{{\mathrm{OO}}_1}^{\′}\left|\right|\\ {O_2}^{\′}=\frac{q_2}{\left|\right|O{q}_2\left|\right|}\left|\right|{{\mathrm{OO}}_2}^{\′}\left|\right|\\ {O_3}^{\′}=\frac{q_3}{\left|\right|O{q}_3\left|\right|}\left|\right|{{\mathrm{OO}}_3}^{\′}\left|\right|\end{array}\right.---\left(14\right)$

Three laser stripe l that plane is formed are being demarcated at laser ₁, l ₂, l ₃on, adopt step 2) point sampling method on every bar laser stripe, get n point (n>=2), i.e. O _3i-2, O _3i-1, O _3i(i=1,2 ..., n), get an O ' according to formula (13), (14) correspondence in planar S _3i-2, O ' _3i-1, O ' _3i(i=1,2 ..., n), make the vectorial E in planar S _j=O ' _j+1-O ' _j, (j=1,2 ..., 3n-1), can basis (j=1,2,3 ..., 3n-1) solve the normal vector of planar S this normal vector also be the normal vector of structured light plane.

Described normal vector concrete method for solving be: make normal vector foundation (j=1,2,3 ..., 3n-1) solving method vector, namely obtain

Step 4), according to step 3) normal vector of structured light plane that obtains, calculate the angle β of this normal vector and camera coordinate system z-axis, and obtain the angle theta of structured light plane and vertical direction further, and then obtain an O ₁, O ₂, O ₃coordinate under camera coordinate system, for 3n the point got on three laser stripes, order using D as optical plane coefficient, can optic plane equations be determined according to normal vector and optical plane coefficient D, thus complete demarcation.

Described scaling method, is characterized in that described laser instrument is laser line generator.

The utility model additionally provides a kind of device namely performing described scaling method, namely based on the caliberating device of the line structure optical sensor of mechanical motion, described device comprises video camera, laser instrument, demarcation plane and motion, it is characterized in that described video camera and laser instrument are installed on the moving end of motion and guiding calibration plane, described moving end can move up and down perpendicular to demarcation in-plane, and video camera and laser instrument can be synchronized with the movement perpendicular on the direction demarcating plane.

Described motion also comprises perpendicular to demarcating the guide rail for mounted movable end of plane, and described motion also comprises scrambler for controlled motion end and servomotor, and described laser instrument is laser line generator.

The beneficial effects of the utility model are:

The outstanding substantive distinguishing features of the utility model method is: the scaling method and the device that provide a kind of line structure optical sensor based on mechanical motion, utilize and demarcate parameters obtained, two dimensional image is processed to the unique point obtaining determinand, utilize the result of demarcating to obtain the three-dimensional coordinate of determinand unique point.

The utility model provides the marked improvement of scaling method to be:

(1) monocular vision cannot obtain the three-dimensional coordinate of determinand, binocular vision needs the information to two video cameras obtain to merge when the three-dimensional coordinate of determinand, calculated amount is large, influential system real-time, the scaling method that the utility model proposes improves this present situation, not only avoid the matrixing loaded down with trivial details when obtaining the three-dimensional coordinate of determinand, it also avoid and determine the coarse problem of target unique point, greatly save and demarcated and computing time, significantly improved the real-time of system.

(2) in structured light parameter calibration process, do not relate to extensive matrixing, calculated amount is less, there is not the occlusion issue of target, also there is not the difficult problem not converging to globally optimal solution solving in constrained nonlinear equation and occur.

(3) the utility model method avoids on the one hand and sets up complicated camera imaging model, enhances the precision of camera calibration, robustness and adaptability on the other hand.

(4) the utility model method is applicable to the mechanical motion platform of various band scrambler, as mechanical arm and gantry framework robot etc.

Accompanying drawing explanation

Fig. 1 be scaling method that in embodiment 1, caliberating device adopts in calibration process moving end relative to the mathematical model schematic diagram of equivalence demarcating any point motion in structured light plane when plane vertically moves;

Fig. 2 is the corresponding relation schematic diagram allocating the point on the point of laser stripe on face and camera review on laser strip streakline in calibration process acceptance of the bid that in embodiment 1, caliberating device adopts;

Fig. 3 is the Camera Linear Model schematic diagram of the scaling method that in embodiment 1, caliberating device adopts;

Fig. 4 is the error curve diagram between the distance of point-to-point transmission on the laser stripe that records of scaling method that in embodiment 1, caliberating device adopts and actual value;

Fig. 5 is the structural representation of caliberating device in embodiment 1;

In figure, 1. video camera, 2. laser instrument, 3. demarcate plane, 3-1. step 2) in-I moving end do not do any mobile time corresponding demarcation plane position, 3-2. step 2) moving end is straight down or the h that moves up in-II ₁the position of demarcation plane corresponding during distance, 3-3. step 2)-III moving end is straight down or the h that moves up ₂the position of demarcation plane corresponding during distance, 4. motion, 41 guide rails, 42 moving end.

Embodiment

Embodiment 1 one kinds of caliberating devices based on the line structure optical sensor of mechanical motion,

Described caliberating device comprises video camera 1, laser instrument 2, demarcates plane 3 and motion 4, video camera and laser instrument are installed on the moving end 41 of motion and guiding calibration plane, described moving end can move up and down perpendicular to demarcation in-plane, video camera and laser instrument can be synchronized with the movement perpendicular on the direction demarcating plane, motion also comprises perpendicular to the guide rail 42 for mounted movable end demarcating plane, scrambler and servomotor, video camera comprises camera lens, optical filter, and laser instrument 2 is laser line generator.The structural representation of described device as shown in Figure 5.

In the present embodiment,

Moving end is relative to demarcating the mathematical model schematic diagram (light path imaging figure) of the equivalence that any point moves in structured light plane when plane vertically moves as shown in Figure 1, can find out in figure that the light that penetrated by laser instrument 2 forms laser stripe in demarcation plane 3, and reflex in camera lens and final imaging in video camera 1.Step 2) in-I moving end do not do any mobile time corresponding demarcation plane position be 3-1, step 2) moving end is straight down or the h that moves up in-II ₁the position of demarcation plane corresponding during distance is 3-2, step 2)-III moving end is straight down or the h that moves up ₂the position of demarcation plane corresponding during distance is 3-3.

The corresponding relation schematic diagram of the point that calibration process acceptance of the bid allocates laser stripe on face and the point on laser strip streakline on camera review as shown in Figure 2, can find out the laser stripe l that the laser that laser instrument 2 penetrates is formed in demarcation plane in Fig. 2 ₁, l ₂, l ₃on center line ll ₁, ll ₂, ll ₃on some O ₁, O ₂, O ₃the picture point of the correspondence in video camera 1 image is P ₁, P ₂, P ₃; Camera Linear Model schematic diagram as shown in Figure 3.

The scaling method that described caliberating device adopts comprises the following steps:

Step 1) to demarcate the z-axis of plane as the world coordinate system on ground for vertical direction, utilize Zhang Zhengyou gridiron pattern to demarcate and obtain intrinsic parameters of the camera A and first tessellated external parameter, and the angle α utilizing this external parameter to obtain on the z-axis of camera coordinate system and vertical direction

Utilize Zhang Zhengyou gridiron pattern calibrating camera inner parameter, get first gridiron pattern and be placed on level ground, then the z-axis of world coordinate system is vertical direction, by demarcating the inner parameter obtaining camera $A=\left[\begin{array}{ccc}2658.18& 0& 366.594\\ 0& 2651.14& 300.88\\ 0& 0& 1\end{array}\right],$ With the rotation matrix R as first gridiron pattern external parameter ₁with translation matrix t ₁, make M ₁=[R ₁t ₁], corresponding homogeneous coordinates are $M_1^{\′}=\left[\begin{array}{cc}{R}_1& t_1\\ 0^T& 1\end{array}\right]=\left[\begin{array}{cccc}0.018047& -0.998938& -0.0423951& 21.5539\\ -0.999837& -0.0179882& -0.00176975& 5.99334\\ 0.00100526& 0.0424201& -0.999099& 299.69\\ 0& 0& 0& 0\end{array}\right];$ Make along the z-axis direction vector under world coordinate system $\stackrel{\→}{w}={\left(\begin{array}{ccc}0& 0& 1\end{array}\right)}^T,$ Homogeneous coordinates are ${\stackrel{\→}{w}}^{\′}={\left(\begin{array}{cccc}0& 0& 1& 1\end{array}\right)}^T,$ The vector parallel with camera coordinate system z-axis is made to be have the then angle of the z-axis of camera coordinate system and the z-axis of world coordinate system

Step 2), the distance on calculating adjacent laser striped between respective point and the picpointed coordinate of correspondence, comprise

2)-I, the laser instrument being fixed on the moving end of motion penetrates laser to demarcation plane and form laser stripe l in demarcation plane ₁, now for laser stripe l ₁on 1 O ₁in camera review, formed corresponding diagram picture point is P ₁;

2)-II, the moving end of controlled motion mechanism is (or upwards) mobile h vertically downwards ₁the distance of=10mm, now laser stripe l ₂on O ₂point formed corresponding diagram picture point in camera review is P ₂, the angle of structured light plane and vertical direction is θ, and has | O ₁o ₂|=10/cos θ (2).

2)-III, the moving end of controlled motion mechanism is (or upwards) mobile h again vertically downwards ₂the distance of=11mm, now laser stripe l ₃on O ₃the picture point that point is corresponding is P ₃, now laser is demarcating the laser stripe l that plane is formed ₃on O ₃the picture point that point is corresponding is P ₃, and have | O ₃o ₂|=11/cos θ (3).

2)-IV, described P ₁, P ₂, P ₃coordinate determine as follows: extract the laser stripe l that arrives of camera acquisition respectively ₁, l ₂, l ₃center line ll ₁, ll ₂, ll ₃, and calculate laser stripe center line ll ₁, ll ₂, ll ₃straight-line equation on image, with ll ₃on a bit as P ₃point, ll ₃vertical line and ll ₂intersection point as P ₂point, ll ₃vertical line and ll ₁intersection point as P ₁point.P ₁, P ₂, P ₃image coordinate be respectively (91.8877,261.6308), (91.4060,339.8482), (91,405.8543).

Step 3) solve the normal vector of structured light plane, adopt step 1) obtain inner parameter A and the step 2 of video camera) in the picture point P that obtains _i, (i=1,2,3), and utilize three-point perspective principle to obtain the normal vector of the parallel plane planar S with structured light.

Be specially: set optic plane equations as e ₁x+e ₂y+Z+D=0, wherein for the normal vector of optical plane, D is optical plane coefficient.

Make q _i, (i=1,2,3) are respectively P _i, the normalization coordinate of (i=1,2,3), homogeneous coordinates are respectively q _i', (i=1,2,3) and P _i', (i=1,2,3), have: q _i'=A ^-1p _i' (4).

Oq ₁with Oq ₂angle is θ ₁, Oq ₂with Oq ₃angle is θ ₂, calculate θ according to formula (5) ₁, θ ₂,

$\left\{\begin{array}{c}{\mathrm{\θ}}_1=\arccos \frac{\stackrel{\→}{{\mathrm{Oq}}_1}\·\stackrel{\→}{{\mathrm{Oq}}_2}}{\left|\right|\stackrel{\→}{{\mathrm{Oq}}_1}\left|\right|\·\left|\right|\stackrel{\→}{{\mathrm{Oq}}_2}\left|\right|}=0.0293\\ {\mathrm{\θ}}_2=\arccos \frac{\stackrel{\→}{{\mathrm{Oq}}_2}\·\stackrel{\→}{{\mathrm{Oq}}_3}}{\left|\right|\stackrel{\→}{{\mathrm{Oq}}_2}\left|\right|\·\left|\right|\stackrel{\→}{{\mathrm{Oq}}_3}\left|\right|}=0.0247\end{array}\right.---\left(5\right),$

Had by sine $\left\{\begin{array}{c}\frac{O_2{O}_3}{\sin {\mathrm{\θ}}_2}=\frac{{\mathrm{OO}}_3}{\sin \∠{\mathrm{OO}}_2{O}_3}\\ \frac{O_2{O}_1}{\sin {\mathrm{\θ}}_1}=\frac{{\mathrm{OO}}_1}{\sin (\mathrm{\π}-\∠{\mathrm{OO}}_2{O}_3)}\end{array}\right.---\left(6\right)$ With $\left\{\begin{array}{c}\frac{O_1{O}_3}{\sin ({\mathrm{\θ}}_1+{\mathrm{\θ}}_2)}=\frac{{\mathrm{OO}}_1}{\sin \∠{\mathrm{OO}}_3{O}_1}\\ \frac{{\mathrm{OO}}_2}{\sin \∠{\mathrm{OO}}_3{O}_1}=\frac{O_2{O}_3}{\sin {\mathrm{\θ}}_2}\end{array}\right.---\left(7\right),$ Had by formula (6), (7) $\left\{\begin{array}{c}{\mathrm{OO}}_2=\frac{O_2{O}_3\·\sin ({\mathrm{\θ}}_1+{\mathrm{\θ}}_2)}{O_1{O}_3\·\sin {\mathrm{\θ}}_2}{\mathrm{OO}}_1\\ {\mathrm{OO}}_3=\frac{O_2{O}_3\·\sin {\mathrm{\θ}}_1}{O_1{O}_2\·\sin {\mathrm{\θ}}_2}{\mathrm{OO}}_1\end{array}\right.---\left(8\right),$

Order $k_1=\frac{O_2{O}_3\·\sin ({\mathrm{\θ}}_1+{\mathrm{\θ}}_2)}{O_1{O}_3\·\sin {\mathrm{\θ}}_2},k_2=\frac{O_2{O}_3\·\sin {\mathrm{\θ}}_1}{O_1{O}_2\·\sin {\mathrm{\θ}}_2},$ Then have $\left\{\begin{array}{c}{\mathrm{OO}}_2=k_1\·{\mathrm{OO}}_1=0.9652\·{\mathrm{OO}}_1\\ {\mathrm{OO}}_3=k_2\·{\mathrm{OO}}_1=0.9276\·{\mathrm{OO}}_1\end{array}\right.---\left(9\right),$

O is had by the cosine law ₂o ₃ ²=OO ₃ ²+ OO ₂ ²-2OO ₃oO ₂cos θ ₂(10),

Had by formula (3) (9) (10) $\left\{\begin{array}{c}{\mathrm{OO}}_1=\frac{h_2}{\left|\cos \mathrm{\θ}\right|\·\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\\ {\mathrm{OO}}_2=\frac{k_1{h}_2}{\left|\cos \mathrm{\θ}\right|\·\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\\ {\mathrm{OO}}_3=\frac{k_2{h}_2}{\left|\cos \mathrm{\θ}\right|\·\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\end{array}\right.---\left(11\right),$

Point O ₁, O ₂, O ₃coordinate under camera coordinate system is $\left\{\begin{array}{c}{O}_1=\frac{q_1}{\left|\right|O{q}_1\left|\right|}\left|\right|{\mathrm{OO}}_1\left|\right|\\ O_2=\frac{q_2}{\left|\right|O{q}_2\left|\right|}\left|\right|{\mathrm{OO}}_2\left|\right|\\ O_3=\frac{q_3}{\left|\right|O{q}_3\left|\right|}\left|\right|{\mathrm{OO}}_3\left|\right|\end{array}\right.---\left(12\right),$

For formula (11), except θ, other parameter is all by calculating.And the angle theta of structured light plane and vertical direction remains unchanged in single calibration process, thus with the parallel plane planar S of structured light on get an O ₁', O' ₂, O ₃', order $\left\{\begin{array}{c}{{\mathrm{OO}}_1}^{\′}=\frac{h_2}{\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\\ {{\mathrm{OO}}_2}^{\′}=\frac{k_1{h}_2}{\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\\ {{\mathrm{OO}}_3}^{\′}=\frac{k_2{h}_2}{\sqrt{k_1^2+k_2^2--2k_1{k}_2\cos {\mathrm{\θ}}_2}}\end{array}\right.---\left(13\right),$ An O ' can be drawn ₁, O' ₂, O ' ₃coordinate under camera coordinate system $\left\{\begin{array}{c}{O_1}^{\′}=\frac{q_1}{\left|\right|O{q}_1\left|\right|}\left|\right|{{\mathrm{OO}}_1}^{\′}\left|\right|\\ {O_2}^{\′}=\frac{q_2}{\left|\right|O{q}_2\left|\right|}\left|\right|{{\mathrm{OO}}_2}^{\′}\left|\right|\\ {O_3}^{\′}=\frac{q_3}{\left|\right|O{q}_3\left|\right|}\left|\right|{{\mathrm{OO}}_3}^{\′}\left|\right|\end{array}\right.---\left(14\right),$ An O ' can be calculated ₁, O' ₂, O ' ₃coordinate under camera coordinate system is respectively O ' ₁=(-22.4530 ,-3.2165,217.2645) ^t, O' ₂=(-23.4027,3.3228,226.0585) ^t, O ' ₃=(-24.2661,9.2676,234.0532) ^t.

Because planar S is parallel with structured light plane, therefore planar S has identical normal vector with structured light plane, makes the normal vector of structured light plane adopt step 2) point sampling method, demarcating at laser three laser stripe l that plane is formed ₁, l ₂, l ₃upper every bar laser stripe gets n point, i.e. O _3i-2, O _3i-1, O _3i(i=1,2 ..., n), get 3n-1 vectorial E in planar S accordingly _j(x _j, y _j, z _j) (j=1,2 ..., 3n-1), make E _j=O' _j+1-O' _j, (j=1,2 ..., 3n-1), then E _jfor the vector of 2 compositions adjacent in S plane, have (i=1,2,3 ..., n), namely $\left\{\begin{array}{c}{x}_1{e}_1+y_1{e}_2+z_1=0\\ x_2{e}_1+y_2{e}_2+z_2=0\\ \·\·\·\\ x_n{e}_1+y_n{e}_2+z_n=0\end{array}\right.---\left(15\right)$

Order $C=\left[\begin{array}{cc}{x}_1& y_1\\ x_2& y_2\\ \·& \·\\ \·& \·\\ \·& \·\\ x_n& y_n\end{array}\right],Z=\left[\begin{array}{c}-z_1\\ -z_2\\ \·\\ \·\\ \·\\ -z_n\end{array}\right],$ Then formula (15) can obtain $C\left[\begin{array}{c}{e}_1\\ e_2\end{array}\right]=Z---\left(16\right),$

Utilize least square to solve formula (16), obtain

Step 4) according to step 3) normal vector that obtains, and step 1) angle α on the z-axis of camera coordinate system that obtains and vertical direction calculates the angle theta of structured light plane and vertical direction, and the coordinate of point under camera coordinate system obtained further in structured light plane, and then utilize these coordinates and normal vector to complete demarcation to structured light plane equation, be specially:

Order for a vector in camera coordinate system z-axis direction, then can in the hope of z-axis normal vector under camera coordinate system angle β, namely then θ=pi/2-(alpha+beta)=32.4198 ° (18) can obtain an O by formula (1) (11) (12) (17) (18) ₁, O ₂, O ₃coordinate under camera coordinate system;

For 3n the point that described 3 laser stripes are got, have

The differentiate of (19) both sides is arranged and can be obtained can determine so structured light plane equation is 0.0218X-1.3417Y+Z-261.0065=0 according to normal vector and optical plane coefficient, thus complete demarcation.

In the present embodiment, 78 points that structured light plane is got, adopt scaling method in the present embodiment to ask for the distance (i.e. measured value) between part consecutive point, and compared by its actual distance (actual value), the graph of errors obtained is shown in Fig. 4.

Experiment shows, adopts scaling method in the present embodiment, precision and stability higher, meet engineering precision demand.

Claims (2)

1. the caliberating device based on the line structure optical sensor of mechanical motion, described device comprises video camera, laser instrument, demarcation plane and motion, it is characterized in that described video camera and laser instrument are installed on the moving end of motion and guiding calibration plane, described moving end can move up and down perpendicular to demarcation in-plane, and video camera and laser instrument can be synchronized with the movement perpendicular on the direction demarcating plane.

2. caliberating device as claimed in claim 1, when it is characterized in that, described motion comprises the guide rail for mounted movable end perpendicular to demarcating plane, described motion also comprises scrambler for controlled motion end and servomotor, and described laser instrument is laser line generator.