CN109029391A - Entity measurement method, system and device based on coordinate transform - Google Patents
Entity measurement method, system and device based on coordinate transform Download PDFInfo
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- CN109029391A CN109029391A CN201810683734.2A CN201810683734A CN109029391A CN 109029391 A CN109029391 A CN 109029391A CN 201810683734 A CN201810683734 A CN 201810683734A CN 109029391 A CN109029391 A CN 109029391A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S7/00—Details of systems according to groups G01S13/00, G01S15/00, G01S17/00
- G01S7/48—Details of systems according to groups G01S13/00, G01S15/00, G01S17/00 of systems according to group G01S17/00
- G01S7/4804—Auxiliary means for detecting or identifying lidar signals or the like, e.g. laser illuminators
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/002—Active optical surveying means
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S17/00—Systems using the reflection or reradiation of electromagnetic waves other than radio waves, e.g. lidar systems
- G01S17/02—Systems using the reflection of electromagnetic waves other than radio waves
- G01S17/06—Systems determining position data of a target
- G01S17/42—Simultaneous measurement of distance and other co-ordinates
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- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Computer Networks & Wireless Communication (AREA)
- Electromagnetism (AREA)
- Optics & Photonics (AREA)
- Length Measuring Devices By Optical Means (AREA)
Abstract
The present invention relates to fields of measurement more particularly to a kind of Entity measurement method, system and device based on coordinate transform.If the laser beam of the optical axis of camera and laser measurer be it is coplanar and non-coaxial, obtain determinand be located at the ranging on the laser beam of laser measurer apart from and camera on optical axis center point to the laser beam emitting point on laser measurer the first spacing;Ranging distance and the first spacing are substituted into arctan function, angle number is calculated;Camera shooting head-turned angle is adjusted according to the angle number, intersects the optical axis on camera on the test object with the laser beam on laser measurer.Under different ranges, the laser facula of laser measurer is in the center of the video pictures of camera always, in the case where laser facula can not be seen clearly, pass through video pictures centre-lock target measurement position, and then measurement is completed, solve the problems, such as that light is strong, not can determine that laser drop point site apart from remote etc..
Description
This case is so that application No. is 201710353551.X, the applying date is on May 18th, 2017, entitled " measurement side
Method, system and device " patent application be female case divisional application.
Technical field
The present invention relates to fields of measurement more particularly to a kind of Entity measurement method, system and device based on coordinate transform.
Background technique
It is that each department is concerned about and the work taken a lot of trouble that ground investigation, house, which are measured, and the data surveyed zhang are the protections as property right
Object has legal effect.According to traditional measurement means, artificial race point is needed, is measured using tape measure or steel tape, though
It is also so able to satisfy basic demand, however in terms of long range measurements, such as survey layer height and be not easy in the measurement for reaching place, it deposits
In low efficiency, low precision, the time is long, implements the problems such as operation is difficult.
With the development of new and high technology, there is laser range finder, the instrument is especially suitable in building structure complexity
High-rise, long range house measurement.The instrument is using easy (can non-cpntact measurement), and measurement data is accurate, and working efficiency improves,
The method that a traditional root skin ruler (or steel tape) measures house has been abandoned completely, a zhang error is surveyed in reduction, and the amount of ensure that calculates precision,
Amount is calculated result and is more convinced.But current laser range finder, which still has, needs the aspect that improves, and such as light is too bright indoors, room
Outer sunlight leads to not the laser point for seeing laser range finder sending clearly, also can not will just swash too by force or in the case where long range
Luminous point is accurately positioned onto target object, at this time need to be by auxiliary appliances such as telescopes.
Summary of the invention
The technical problems to be solved by the present invention are: it is precisely right to provide a kind of realization in the case where measurement environment is bad
Burnt, precise measurement the measurement method based on coordinate transform, system and device.
In order to solve the above-mentioned technical problem, the first technical solution that the present invention uses are as follows:
A kind of measurement method based on coordinate transform, including focusing step:
If the laser beam of the optical axis of camera and laser measurer be it is coplanar and non-coaxial, obtain determinand and be located at Laser Measuring
Ranging distance on the laser beam of measuring device and the optical axis center point on camera are to the laser beam emitting point on laser measurer
The first spacing, the connecting line and laser of the optical axis center point on the camera and the laser beam emitting point on laser measurer
The laser beam of measuring appliance is perpendicular;
Ranging distance and the first spacing are substituted into arctan function, angle number is calculated;
Camera shooting head-turned angle is adjusted according to the angle number, makes swashing on the optical axis and laser measurer on camera
Light beam intersects on the test object.
The second technical solution that the present invention uses are as follows:
A kind of measuring system based on coordinate transform, including Focusing module;
The Focusing module includes first acquisition unit, the first computing unit and adjusting unit;
The first acquisition unit, if being coplanar and non-same for the optical axis of camera and the laser beam of laser measurer
Axis, acquisition determinand are located at the optical axis center point on the distance of the ranging on the laser beam of laser measurer and camera to laser
First spacing of the laser beam emitting point on measuring appliance, the laser on optical axis center point and laser measurer on the camera
The connecting line of beam launch point and the laser beam of laser measurer are perpendicular;
Angle is calculated for ranging distance and the first spacing to be substituted into arctan function in first computing unit
Number;
The adjusting unit makes the optical axis on camera for adjusting camera shooting head-turned angle according to the angle number
Intersect on the test object with the laser beam on laser measurer.
The third technical solution that the present invention uses are as follows:
A kind of measuring device based on coordinate transform, including measurement end;The measurement end includes laser measurer, camera
And angle adjustor;The connecting line and Laser Measuring of optical axis center point on the camera and the laser beam emitting point on laser measurer
The laser beam of measuring device is perpendicular;The angle adjustor is connect with camera, for adjusting the angle of camera, makes the light on camera
Axis intersects on the test object with the laser beam on laser measurer.
The beneficial effects of the present invention are:
Measurement method based on coordinate transform, system and device provided by the invention, by establishing the optical axis of camera, swashing
It is several between the first spacing between the laser beam of flash ranging measuring device and the optical axis center of camera and the laser beam of laser measurer
What angular relationship is calculated and both is located at the optical axis of camera with the laser beam of laser measurer when intersecting in object to be measured
Angle degree, and camera shooting head-turned angle is adjusted according to the angle degree, realize precisely focusing, under different ranges,
The laser facula of laser measurer is in the center of the video pictures of camera always, the case where can not see laser facula clearly
Under, by video pictures centre-lock target measurement position, and then measurement is completed, solving that light is strong, distance is remote etc. cannot be true
The problem of determining laser drop point site.
Detailed description of the invention
Fig. 1 is the focusing flow chart of steps of the measurement method of the invention based on coordinate transform;
Fig. 2 is the measuring process flow chart of the measurement method of the invention based on coordinate transform;
Fig. 3 is the coordinate transform schematic diagram of the measurement method of the invention based on coordinate transform;
Fig. 4 is the structural schematic diagram of the measuring system of the invention based on coordinate transform;
Label declaration:
1, laser measurer;2, camera;3, angle adjustor.
Specific embodiment
To explain the technical content, the achieved purpose and the effect of the present invention in detail, below in conjunction with embodiment and cooperate attached
Figure is explained.
Please refer to Fig. 1, a kind of measurement method based on coordinate transform provided by the invention, including focusing step:
If the laser beam of the optical axis of camera and laser measurer be it is coplanar and non-coaxial, obtain determinand and be located at Laser Measuring
Ranging distance L on the laser beam of measuring device and the optical axis center point on camera are to the laser beam emitting point on laser measurer
The first spacing H, the connecting line of the optical axis center point on the camera and the laser beam emitting point on laser measurer and swash
The laser beam of flash ranging measuring device is perpendicular;
Ranging distance and the first spacing are substituted into arctan function, angle number arctan (H/L) is calculated;
Camera shooting head-turned angle is adjusted according to the angle number, makes swashing on the optical axis and laser measurer on camera
Light beam intersects on the test object.
Measurement method provided by the invention based on coordinate transform, by establishing the optical axis of camera, laser measurer
Geometric angle relationship between the first spacing between the laser beam of the optical axis center and laser measurer of laser beam and camera,
It is calculated and the optical axis of camera both is located to when intersecting in object to be measured angle degree with the laser beam of laser measurer
Number, and camera shooting head-turned angle is adjusted according to the angle degree, realize precisely focusing, under different ranges, laser measurer
The centers of the laser facula video pictures that are in camera always pass through video in the case where laser facula can not be seen clearly
Picture centre-lock target measurement position, and then measurement is completed, solving light not can determine that laser drop point position by force, apart from remote etc.
The problem of setting.
If Fig. 2 and Fig. 3 further include further measuring process:
When the starting point of object to be measured is located at the optical axis center point of camera, the focusing step of first time is executed, makes to take the photograph
As the optical axis on head intersects in the starting point of object to be measured with the laser beam on laser measurer, the starting of object to be measured is obtained
First distance of the point to the laser beam emitting point on laser measurer;
Using the laser beam of laser measurer as Z coordinate axis, the first coordinate system of three-dimensional space is established, is obtained according to first distance
To first coordinate value of the starting point under the first coordinate system of object to be measured;
In the present embodiment, pass through the laser facula of the video pictures centralized positioning laser measurer of camera to mesh to be measured
Target starting point P, using laser measurer as origin Ow, it is Z with laser beamwAxis establishes the first coordinate system of three-dimensional space XwYwZw, lead to
Cross laser measurer obtain starting point to laser measurer distanceLength Z1w, starting point P is obtained in the first coordinate system
XwYwZwUnder coordinate be (0,0, Z1w), it is assumed that the terminating point Q of object to be measured is in the first coordinate system X at this timewYwZwUnder coordinate be
(X2w, Y2w, Z2w)。
When the terminating point of object to be measured is located at the optical axis center point of camera, secondary focusing step is executed, makes to take the photograph
As the optical axis on head intersects on the terminating point of object to be measured with the laser beam on laser measurer, the termination of object to be measured is obtained
Second distance of the point to the laser beam emitting point on laser measurer;
Using the laser beam of laser measurer as Z coordinate axis, the second coordinate system of three-dimensional space is established, is obtained according to second distance
To second coordinate value of the terminating point under the second coordinate system of object to be measured;
In the present embodiment, using the starting point of object to be measured as reference point, laser beam rotates vertical angle α, level angle β
The terminating point Q for reaching object to be measured afterwards, equally using laser measurer as origin Ow', it is Z with laser beamw' axis, establishes three-dimensional space
Second coordinate system Xw′Yw′Zw', pass through the distance of laser measurer acquisition terminating point to laser measurerLength Zrw,
Terminating point Q is obtained in the second coordinate system Xw′Yw′Zw' under coordinate be (0,0, Zrw)。
According to the transformational relation of the first coordinate system and the second coordinate system, by the terminating point of object to be measured under the second coordinate system
The second coordinate value be converted to the third coordinate value under the first coordinate system;Or according to the first coordinate system and the second coordinate system
First coordinate value of the starting point of object to be measured under the first coordinate system is converted under the second coordinate system by transformational relation
Three coordinate values;
In the present embodiment, from the first coordinate system XwYwZwTo the second coordinate system Xw′Yw′Zw', coordinate origin does not move
(i.e. OWWith OW' be overlapped), it only carries out around x-axis and around the transformation of y-axis, so spatial point Q is in coordinate system XwYwZwWith coordinate system Xw′
Yw′Zw' between transformation meet following relationship:
Wherein, R (x, α) is around OwXwThe transformation matrix form of axis rotation alpha degree indicates that R (y, β) is around OwYwAxis rotation β degree
Transformation matrix form indicate.Due to α, β, ZrwFor known quantity, then spatial point Q can be calculated in the first coordinate system XwYwZwUnder
Coordinate (X2w, Y2w, Z2w);
According to the first coordinate value and third coordinate value under the first coordinate system, starting point and the end of object to be measured is calculated
The distance between stop.Or according to the second coordinate value and third coordinate value under the second coordinate system, object to be measured is calculated
Starting point and the distance between terminating point.
In the present embodiment, the distance L of P, Q two o'clock in space can be calculated according to formula;
Further, further includes:
Operational order is received, respective operations are executed;The operational order includes focusing instruction and measurement instruction.
The present invention also provides a kind of measuring system based on coordinate transform, including Focusing module;The Focusing module packet
It includes first acquisition unit, the first computing unit and adjusts unit;
The first acquisition unit, if being coplanar and non-same for the optical axis of camera and the laser beam of laser measurer
Axis, acquisition determinand are located at the optical axis center point on the distance of the ranging on the laser beam of laser measurer and camera to laser
First spacing of the laser beam emitting point on measuring appliance, the laser on optical axis center point and laser measurer on the camera
The connecting line of beam launch point and the laser beam of laser measurer are perpendicular;
Angle is calculated for ranging distance and the first spacing to be substituted into arctan function in first computing unit
Number;
The adjusting unit makes the optical axis on camera for adjusting camera shooting head-turned angle according to the angle number
Intersect on the test object with the laser beam on laser measurer.
Measuring system provided by the invention based on coordinate transform, by establishing the optical axis of camera, laser measurer
Geometric angle relationship between the first spacing between the laser beam of the optical axis center and laser measurer of laser beam and camera,
It is calculated and the optical axis of camera both is located to when intersecting in object to be measured angle degree with the laser beam of laser measurer
Number, and camera shooting head-turned angle is adjusted according to the angle degree, realize precisely focusing, under different ranges, laser measurer
The centers of the laser facula video pictures that are in camera always pass through video in the case where laser facula can not be seen clearly
Picture centre-lock target measurement position, and then measurement is completed, solving light not can determine that laser drop point position by force, apart from remote etc.
The problem of setting.
It further, further include measurement module;The measurement module includes second acquisition unit, first establishing unit,
Three acquiring units, second establish unit, converting unit and the second computing unit;
The second acquisition unit when for being located at the optical axis center point of camera when the starting point of object to be measured, executes
The focusing step of first time, make the optical axis on camera with the laser beam on laser measurer the phase in the starting point of object to be measured
It hands over, obtains the first distance of the laser beam emitting point in the starting point to laser measurer of object to be measured;
The first establishing unit, for establishing the first of three-dimensional space using the laser beam of laser measurer as Z coordinate axis
Coordinate system obtains first coordinate value of the starting point of object to be measured under the first coordinate system according to first distance;
The third acquiring unit when for being located at the optical axis center point of camera when the terminating point of object to be measured, executes
Secondary focusing step, make the optical axis on camera with the laser beam on laser measurer the phase on the terminating point of object to be measured
It hands over, obtains the second distance of the laser beam emitting point on the terminating point to laser measurer of object to be measured;
Described second establishes unit, for establishing the second of three-dimensional space using the laser beam of laser measurer as Z coordinate axis
Coordinate system obtains second coordinate value of the terminating point of object to be measured under the second coordinate system according to second distance;
The converting unit, for the transformational relation according to the first coordinate system and the second coordinate system, by the end of object to be measured
Second coordinate value of the stop under the second coordinate system is converted to the third coordinate value under the first coordinate system;
Second computing unit, for calculating according to the first coordinate value and third coordinate value under the first coordinate system
To the distance between the starting point of object to be measured and terminating point.
It further, further include measurement module;The measurement module includes second acquisition unit, first establishing unit,
Three acquiring units, second establish unit, converting unit and the second computing unit;
The second acquisition unit when for being located at the optical axis center point of camera when the starting point of object to be measured, executes
The focusing step of first time, make the optical axis on camera with the laser beam on laser measurer the phase in the starting point of object to be measured
It hands over, obtains the first distance of the laser beam emitting point in the starting point to laser measurer of object to be measured;
The first establishing unit, for establishing the first of three-dimensional space using the laser beam of laser measurer as Z coordinate axis
Coordinate system obtains first coordinate value of the starting point of object to be measured under the first coordinate system according to first distance;
The third acquiring unit when for being located at the optical axis center point of camera when the terminating point of object to be measured, executes
Secondary focusing step, make the optical axis on camera with the laser beam on laser measurer the phase on the terminating point of object to be measured
It hands over, obtains the second distance of the laser beam emitting point on the terminating point to laser measurer of object to be measured;
Described second establishes unit, for establishing the second of three-dimensional space using the laser beam of laser measurer as Z coordinate axis
Coordinate system obtains second coordinate value of the terminating point of object to be measured under the second coordinate system according to second distance;
The converting unit, for the transformational relation according to the first coordinate system and the second coordinate system, by rising for object to be measured
First coordinate value of the initial point under the first coordinate system is converted to the third coordinate value under the second coordinate system;
Second computing unit, for calculating according to the second coordinate value and third coordinate value under the second coordinate system
To the distance between the starting point of object to be measured and terminating point.
Further, further include receiving module, for receiving operational order, execute respective operations;The operational order
Including focusing instruction and measurement instruction.
Such as Fig. 4, the present invention also provides a kind of measuring device based on coordinate transform, including measurement end;The measurement end
Including laser measurer 1, camera 2 and angle adjustor 3;Optical axis center point on the camera and the laser on laser measurer
The connecting line of beam launch point and the laser beam of laser measurer are perpendicular;The angle adjustor is connect with camera, is taken the photograph for adjusting
As the angle of head, intersect the optical axis on camera on the test object with the laser beam on laser measurer.Camera is adopted in real time
The image for collecting object to be measured and laser facula realizes the size of video pictures scaling adjustment acquisition image by focusing.
Angle adjustor is connect with camera, for adjusting the angle of camera, under different ranges the optical axis of camera and swash
The laser beam of flash ranging measuring device forms different geometric angle relationships, so that the laser facula in target falls in the optical axis of camera
On.Laser measurer ranging obtains the laser facula in target to the distance L of laser measurer, camera and laser measurer
Physics spacing is H, as long as the optical axis of angle adjustor adjustment camera and the laser beam of laser measurer are at an angle of arctan (K/L),
Laser facula in target can be fallen on the optical axis of camera.After the completion of calibration, locked by video pictures center at a distance
Measurement position, video pictures center show and visually aim at the bull's-eye, and carry out secondary locking distant place measurement position.
Further, the measurement end further includes processor, holder and the angular transducer being arranged on holder;It is described to take the photograph
As head, laser measurer and angle adjustor are arranged on holder;The processor by communication bus or signal wire respectively with laser
Measuring appliance, camera, holder, angle adjustor are connected with angular transducer;
In the present embodiment, holder drives laser measurer to be rotated with camera, detects holder by angular transducer
The angle of rotation.Processor by communication bus or signal wire respectively with laser measurer, camera, holder, angle adjustor and angle
Spend sensor connection.Processor controls these interface units, for example, control holder is rotated, obtains angular transducer detection
Cloud platform rotation angle, control camera execute image scaling, control angle adjustor adjustment camera angle, control laser measurement
Device executes measurement operation.
The measuring device based on coordinate transform further includes the terminal of server-side and at least more than one;The server-side
It is connect respectively with measurement end and terminal by network.
In a specific embodiment, the present apparatus further includes server-side and terminal.Server-side is logical with measurement end and terminal respectively
Cross network connection.Server-side provides the communication interface between measurement end and terminal, and server-side, which receives to come from/send, goes to measurement end
Or the electric signal of terminal.Terminal shows visual output to user, including video pictures, measurement process/result text information, figure
Shape information and any combination thereof.Terminal receives the control input of user, sends control signal, performance objective measurement to measurement end.
In conclusion the measurement method based on coordinate transform, system and device provided by the invention, by establishing camera
Optical axis, between first between the laser beam of laser measurer and the optical axis center of camera and the laser beam of laser measurer
The geometric angle relationship away between is calculated the optical axis of camera and the laser beam of laser measurer being located at phase in object to be measured
Angle degree both when friendship, and camera shooting head-turned angle is adjusted according to the angle degree, precisely focusing is realized, in difference
Under range, the laser facula of laser measurer is in the center of the video pictures of camera always, can not see laser facula clearly
In the case where, by video pictures centre-lock target measurement position, and then measurement is completed, solves light is strong, distance is remote etc.
Not the problem of not can determine that laser drop point site.
The above description is only an embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair
Equivalents made by bright specification and accompanying drawing content are applied directly or indirectly in relevant technical field, similarly include
In scope of patent protection of the invention.
Claims (6)
1. a kind of Entity measurement method based on coordinate transform, which is characterized in that including step of focusing:
If the laser beam of the optical axis of camera and laser measurer be it is coplanar and non-coaxial, obtain determinand and be located at laser measurer
Laser beam on ranging distance L and camera on optical axis center point to of the laser beam emitting point on laser measurer
One spacing H, the connecting line and Laser Measuring of the optical axis center point on the camera and the laser beam emitting point on laser measurer
The laser beam of measuring device is perpendicular;
Ranging distance and the first spacing are substituted into arctan function, angle number arctan (H/L) is calculated;
Camera shooting head-turned angle is adjusted according to the angle number, makes the laser beam on the optical axis and laser measurer on camera
Intersect on the test object;
The Entity measurement method based on coordinate transform, further includes measuring process:
The focusing step for executing first time makes laser beam the rising in object to be measured on the optical axis and laser measurer on camera
Intersect on initial point, obtains the first distance of the laser beam emitting point in the starting point to laser measurer of object to be measured;
Using the laser beam of laser measurer as reference axis, establish the first coordinate system of three-dimensional space, according to first distance obtain to
Survey first coordinate value of the starting point of target under the first coordinate system;Specifically: using laser measurer as origin Ow, with laser beam
For ZwAxis establishes the first coordinate system of three-dimensional space XwYwZw, pass through the distance of laser measurer acquisition starting point to laser measurerLength Z1w, starting point P is obtained in the first coordinate system XwYwZwUnder coordinate be (0,0, Z1w);
Secondary focusing step is executed, makes the laser beam on the optical axis and laser measurer on camera at the end of object to be measured
Intersect on stop, obtains the second distance of the laser beam emitting point on the terminating point to laser measurer of object to be measured;
Using the laser beam of laser measurer as reference axis, establish the second coordinate system of three-dimensional space, according to second distance obtain to
Survey second coordinate value of the terminating point of target under the second coordinate system;Specifically: using laser measurer as origin Ow', with laser
Beam is Zw' axis establishes the second coordinate system of three-dimensional space Xw′Yw′Zw', terminating point is obtained to laser measurer by laser measurer
DistanceLength Zrw, terminating point Q is obtained in the second coordinate system Xw′Yw′Zw' under coordinate be (0,0, Zrw);
According to the transformational relation of the first coordinate system and the second coordinate system, by the terminating point of object to be measured under the second coordinate system
Two coordinate values are converted to the third coordinate value under the first coordinate system;First coordinate system is XwYwZw, second coordinate system
For Xw′Yw′Zw', coordinate origin does not move, i.e. OwWith Ow' be overlapped, the transformational relation of first coordinate system and the second coordinate system
Are as follows:
Wherein, R (x, α) is around OwXwThe transformation matrix form of axis rotation alpha degree indicates that R (y, β) is around OwXwThe change of axis rotation β degree
Change matrix form expression;
According to the first coordinate value and third coordinate value under the first coordinate system, the starting point and terminating point of object to be measured is calculated
The distance between;Wherein calculation formula are as follows:
Alternatively, further including measuring process:
The focusing step for executing first time makes laser beam the rising in object to be measured on the optical axis and laser measurer on camera
Intersect on initial point, obtains the first distance of the laser beam emitting point in the starting point to laser measurer of object to be measured;
Using the laser beam of laser measurer as reference axis, establish the first coordinate system of three-dimensional space, according to first distance obtain to
Survey first coordinate value of the starting point of target under the first coordinate system;Specifically: using laser measurer as origin Ow, with laser beam
For ZwAxis establishes the first coordinate system of three-dimensional space XwYwZw, pass through the distance of laser measurer acquisition starting point to laser measurerLength Z1w, starting point P is obtained in the first coordinate system XwYwZwUnder coordinate be (0,0, Z1w);
Secondary focusing step is executed, makes the laser beam on the optical axis and laser measurer on camera at the end of object to be measured
Intersect on stop, obtains the second distance of the laser beam emitting point on the terminating point to laser measurer of object to be measured;
Using the laser beam of laser measurer as reference axis, establish the second coordinate system of three-dimensional space, according to second distance obtain to
Survey second coordinate value of the terminating point of target under the second coordinate system;Specifically: using laser measurer as origin Ow', with laser
Beam is Zw' axis establishes the second coordinate system of three-dimensional space Xw' Yw' Zw' obtains terminating point to laser measurer by laser measurer
DistanceLength Zrw, terminating point Q is obtained in the second coordinate system Xw' Yw' ZwCoordinate under ' is (0,0, Zrw);
According to the transformational relation of the first coordinate system and the second coordinate system, by the starting point of object to be measured under the first coordinate system
One coordinate value is converted to the third coordinate value under the second coordinate system;First coordinate system is XwYwZw, second coordinate system
For Xw' Yw' Zw', coordinate origin do not move, i.e. OwWith Ow' is overlapped, the transformational relation of first coordinate system and the second coordinate system
Are as follows:
Wherein, R (x, α) is around OwXwThe transformation matrix form of axis rotation alpha degree indicates that R (y, β) is around OwYwThe change of axis rotation β degree
Change matrix form expression;
According to the second coordinate value and third coordinate value under the second coordinate system, the starting point and terminating point of object to be measured is calculated
The distance between;Wherein calculation formula are as follows:
2. the Entity measurement method according to claim 1 based on coordinate transform, which is characterized in that further include:
Operational order is received, respective operations are executed;The operational order includes focusing instruction and measurement instruction.
3. a kind of Entity measurement system based on coordinate transform, which is characterized in that including Focusing module;The Focusing module includes
First acquisition unit, the first computing unit and adjusting unit;
The first acquisition unit, if for camera optical axis and laser measurer laser beam be it is coplanar and non-coaxial, obtain
The optical axis center point on ranging distance L and camera for taking determinand to be located on the laser beam of laser measurer is to laser measurement
First spacing H of the laser beam emitting point on device, the laser beam on optical axis center point and laser measurer on the camera
The connecting line of launch point and the laser beam of laser measurer are perpendicular;
Angle number is calculated for ranging distance and the first spacing to be substituted into arctan function in first computing unit
arctan(H/L);
The adjusting unit, for adjusting camera shooting head-turned angle according to the angle number, making the optical axis on camera and swashing
Laser beam on flash ranging measuring device intersects on the test object;
The Entity measurement system based on coordinate transform, further includes measurement module;The measurement module includes that the second acquisition is single
Member, first establishing unit, third acquiring unit, second establish unit, converting unit and the second computing unit;
The second acquisition unit makes on the optical axis and laser measurer on camera for executing the focusing step of first time
Laser beam intersect in the starting point of object to be measured, obtain in the starting point to laser measurer of object to be measured laser beam hair
The first distance of exit point;
The first establishing unit, for using the laser beam of laser measurer as reference axis, establishing the first coordinate of three-dimensional space
System, obtains first coordinate value of the starting point of object to be measured under the first coordinate system according to first distance;Specifically: with Laser Measuring
Measuring device is origin Ow, it is Z with laser beamwAxis establishes the first coordinate system of three-dimensional space XwYwZw, originated by laser measurer
Point arrives the distance of laser measurerLength Z1w, starting point P is obtained in the first coordinate system XwYwZwUnder coordinate be (0,0,
Z1w);
The third acquiring unit makes on the optical axis and laser measurer on camera for executing secondary focusing step
Laser beam intersect on the terminating point of object to be measured, obtain on the terminating point to laser measurer of object to be measured laser beam hair
The second distance of exit point;
Described second establishes unit, for using the laser beam of laser measurer as reference axis, establishing the second coordinate of three-dimensional space
System, obtains second coordinate value of the terminating point of object to be measured under the second coordinate system according to second distance;Specifically: with Laser Measuring
Measuring device is origin Ow' is Z with laser beamw' axis establishes the second coordinate system of three-dimensional space Xw' Yw' Zw' is obtained by laser measurer
Terminating point to laser measurer distanceLength Zrw, terminating point Q is obtained in the second coordinate system Xw' Yw' ZwUnder '
Coordinate is (0,0, Zrw);
The converting unit, for the transformational relation according to the first coordinate system and the second coordinate system, by the terminating point of object to be measured
The second coordinate value under the second coordinate system is converted to the third coordinate value under the first coordinate system;First coordinate system is
XwYwZw, second coordinate system is Xw′Yw′Zw', coordinate origin does not move, i.e. OwWith Ow' be overlapped, first coordinate system with
The transformational relation of second coordinate system are as follows:
Wherein, R (x, α) is around OwXwThe transformation matrix form of axis rotation alpha degree indicates that R (y, β) is around OwYwThe change of axis rotation β degree
Change matrix form expression;
Second computing unit, for according to the first coordinate value and third coordinate value under the first coordinate system, be calculated to
Survey the distance between starting point and the terminating point of target;Wherein calculation formula are as follows:
Alternatively, further including measurement module;The measurement module includes second acquisition unit, first establishing unit, third acquisition list
Member, second establish unit, converting unit and the second computing unit;
The second acquisition unit makes on the optical axis and laser measurer on camera for executing the focusing step of first time
Laser beam intersect in the starting point of object to be measured, obtain in the starting point to laser measurer of object to be measured laser beam hair
The first distance of exit point;
The first establishing unit, for using the laser beam of laser measurer as reference axis, establishing the first coordinate of three-dimensional space
System, obtains first coordinate value of the starting point of object to be measured under the first coordinate system according to first distance;Specifically: with Laser Measuring
Measuring device is origin Ow, it is Z with laser beamwAxis establishes the first coordinate system of three-dimensional space XwYwZw, originated by laser measurer
Point arrives the distance of laser measurerLength Z1w, starting point P is obtained in the first coordinate system XwYwZwUnder coordinate be (0,0,
Z1w);
The third acquiring unit makes on the optical axis and laser measurer on camera for executing secondary focusing step
Laser beam intersect on the terminating point of object to be measured, obtain on the terminating point to laser measurer of object to be measured laser beam hair
The second distance of exit point;
Described second establishes unit, for using the laser beam of laser measurer as reference axis, establishing the second coordinate of three-dimensional space
System, obtains second coordinate value of the terminating point of object to be measured under the second coordinate system according to second distance;Specifically: with Laser Measuring
Measuring device is origin Ow', it is Z with laser beamw' axis establishes the second coordinate system of three-dimensional space Xw′Yw′Zw', it is obtained by laser measurer
Terminating point to laser measurer distanceLength Zrw, terminating point Q is obtained in the second coordinate system Xw′Yw′Zw' under
Coordinate is (0,0, Zrw);
The converting unit, for the transformational relation according to the first coordinate system and the second coordinate system, by the starting point of object to be measured
The first coordinate value under the first coordinate system is converted to the third coordinate value under the second coordinate system;First coordinate system is
XwYwZw, second coordinate system is Xw′Yx′Zw', coordinate origin does not move, i.e. OwWith Ow' be overlapped, first coordinate system with
The transformational relation of second coordinate system are as follows:
Wherein, R (x, α) is around OwXwThe transformation matrix form of axis rotation alpha degree indicates that R (y, β) is around OwYwThe change of axis rotation β degree
Change matrix form expression;
Second computing unit, for according to the second coordinate value and third coordinate value under the second coordinate system, be calculated to
Survey the distance between starting point and the terminating point of target;Wherein calculation formula are as follows:
4. the Entity measurement system according to claim 3 based on coordinate transform, which is characterized in that further include receiving mould
Block executes respective operations for receiving operational order;The operational order includes focusing instruction and measurement instruction.
5. a kind of Entity measurement device based on coordinate transform, which is characterized in that including measurement end;The measurement end includes laser
Measuring appliance, camera and angle adjustor;Optical axis center point on the camera and the laser beam emitting point on laser measurer
The laser beam of connecting line and laser measurer is perpendicular;The angle adjustor is connect with camera, for adjusting the angle of camera,
Intersect the optical axis on camera on the test object with the laser beam on laser measurer;
The measurement end further includes processor, holder and the angular transducer being arranged on holder;The camera, laser measurement
Device and angle adjustor are arranged on holder;The processor by communication bus or signal wire respectively with laser measurer, camera,
Holder, angle adjustor are connected with angular transducer;
The processor is used to execute the focusing step of first time, makes the laser beam on the optical axis and laser measurer on camera
Intersect in the starting point of object to be measured, obtains of the laser beam emitting point in the starting point to laser measurer of object to be measured
One distance;Using the laser beam of laser measurer as reference axis, the first coordinate system of three-dimensional space is established, is obtained according to first distance
First coordinate value of the starting point of object to be measured under the first coordinate system;Specifically: using laser measurer as origin Ow, with laser
Beam is ZwAxis establishes the first coordinate system of three-dimensional space XwYwZw, by laser measurer obtain starting point to laser measurer away from
FromLength Z1w, starting point P is obtained in the first coordinate system XwYwZwUnder coordinate be (0,0, Z1w);
Secondary focusing step is executed, makes the laser beam on the optical axis and laser measurer on camera at the end of object to be measured
Intersect on stop, obtains the second distance of the laser beam emitting point on the terminating point to laser measurer of object to be measured;
Using the laser beam of laser measurer as reference axis, establish the second coordinate system of three-dimensional space, according to second distance obtain to
Survey second coordinate value of the terminating point of target under the second coordinate system;Specifically: using laser measurer as origin Ow', with laser
Beam is Zw' axis establishes the second coordinate system of three-dimensional space Xw′Yw′Zw', terminating point is obtained to laser measurer by laser measurer
DistanceLength Zrw, terminating point Q is obtained in the second coordinate system Xw′Yw′Zw' under coordinate be (0,0, Zrw);
According to the transformational relation of the first coordinate system and the second coordinate system, by the terminating point of object to be measured under the second coordinate system
Two coordinate values are converted to the third coordinate value under the first coordinate system;First coordinate system is XwYwZw, second coordinate system
For Xw′Yw′Zw', coordinate origin does not move, i.e. OwWith Ow' be overlapped, the transformational relation of first coordinate system and the second coordinate system
Are as follows:
Wherein, R (x, α) is around OwXwThe transformation matrix form of axis rotation alpha degree indicates that R (y, β) is around OwYwThe change of axis rotation β degree
Change matrix form expression;
According to the first coordinate value and third coordinate value under the first coordinate system, the starting point and terminating point of object to be measured is calculated
The distance between;Wherein calculation formula are as follows:
Alternatively, executing the focusing step of first time, make the laser beam on the optical axis and laser measurer on camera in mesh to be measured
Intersect in target starting point, obtains the first distance of the laser beam emitting point in the starting point to laser measurer of object to be measured;
Using the laser beam of laser measurer as reference axis, establish the first coordinate system of three-dimensional space, according to first distance obtain to
Survey first coordinate value of the starting point of target under the first coordinate system;Specifically: using laser measurer as origin Ow, with laser beam
For ZwAxis establishes the first coordinate system of three-dimensional space XwYwZw, pass through the distance of laser measurer acquisition starting point to laser measurerLength Z1w, starting point P is obtained in the first coordinate system XwYwZwUnder coordinate be (0,0, Z1w);
Secondary focusing step is executed, makes the laser beam on the optical axis and laser measurer on camera at the end of object to be measured
Intersect on stop, obtains the second distance of the laser beam emitting point on the terminating point to laser measurer of object to be measured;
Using the laser beam of laser measurer as reference axis, establish the second coordinate system of three-dimensional space, according to second distance obtain to
Survey second coordinate value of the terminating point of target under the second coordinate system;Specifically: using laser measurer as origin Ow', with laser
Beam is Zw' axis establishes the second coordinate system of three-dimensional space Xw' Yw' Zw' obtains terminating point to laser measurer by laser measurer
DistanceLength Zrw, terminating point Q is obtained in the second coordinate system Xw' Yw' ZwCoordinate under ' is (0,0, Zrw);
According to the transformational relation of the first coordinate system and the second coordinate system, by the starting point of object to be measured under the first coordinate system
One coordinate value is converted to the third coordinate value under the second coordinate system;First coordinate system is XwYwZw, second coordinate system
For Xw' Yw' Zw', coordinate origin do not move, i.e. OwWith Ow' is overlapped, the transformational relation of first coordinate system and the second coordinate system
Are as follows:
Wherein, R (x, α) is around OwXwThe transformation matrix form of axis rotation alpha degree indicates that R (y, β) is around OwYwThe change of axis rotation β degree
Change matrix form expression;
According to the second coordinate value and third coordinate value under the second coordinate system, the starting point and terminating point of object to be measured is calculated
The distance between;Wherein calculation formula are as follows:
Wherein, the focusing step includes:
If the laser beam of the optical axis of camera and laser measurer be it is coplanar and non-coaxial, obtain determinand and be located at laser measurer
Laser beam on ranging distance L and camera on optical axis center point to of the laser beam emitting point on laser measurer
One spacing H, the connecting line and Laser Measuring of the optical axis center point on the camera and the laser beam emitting point on laser measurer
The laser beam of measuring device is perpendicular;
Ranging distance and the first spacing are substituted into arctan function, angle number arctan (H/L) is calculated;
Camera shooting head-turned angle is adjusted according to the angle number, makes the laser beam on the optical axis and laser measurer on camera
Intersect on the test object.
6. the Entity measurement device according to claim 5 based on coordinate transform, which is characterized in that described to be become based on coordinate
The Entity measurement device changed further includes the terminal of server-side and at least more than one;The server-side by network respectively with measurement
End is connected with terminal.
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CN108828554B (en) * | 2017-05-18 | 2020-06-26 | 金钱猫科技股份有限公司 | Coordinate transformation-based measuring method, system and device without laser drop point |
CN108398123B (en) * | 2018-02-06 | 2020-10-20 | 中国人民解放军战略支援部队信息工程大学 | Total station and dial calibration method thereof |
CN109227551B (en) * | 2018-11-21 | 2021-08-20 | 中国科学院合肥物质科学研究院 | Hand-eye coordinate conversion method for visual positioning robot |
CN111435070A (en) * | 2019-01-14 | 2020-07-21 | 深圳中科飞测科技有限公司 | Conversion relation obtaining method, detection equipment and detection method |
CN111076712B (en) * | 2019-04-29 | 2021-08-31 | 金钱猫科技股份有限公司 | Automatic building method, system and device of space three-dimensional model |
CN112179210B (en) * | 2020-08-31 | 2022-09-02 | 河北汉光重工有限责任公司 | Method for correcting shot hit deviation of naval gun |
CN112731343B (en) * | 2020-12-18 | 2023-12-12 | 福建汇川物联网技术科技股份有限公司 | Target measurement method and device for measurement camera |
CN113050113B (en) * | 2021-03-10 | 2023-08-01 | 广州南方卫星导航仪器有限公司 | Laser spot positioning method and device |
CN112817000A (en) * | 2021-03-26 | 2021-05-18 | 深圳市镭神智能系统有限公司 | Ultrahigh detection device and method |
CN113358332B (en) * | 2021-07-15 | 2022-03-22 | 中国科学院长春光学精密机械与物理研究所 | Dynamic imaging telescope performance detection device and method |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101334270A (en) * | 2008-07-25 | 2008-12-31 | 西安交通大学 | Laser line scanning feeler geometric transformation calibration and curved face interpolation correcting method and apparatus |
US20090002719A1 (en) * | 2007-06-28 | 2009-01-01 | Hong Fu Jin Precision Industry (Shenzhen) Co., Ltd. | System and method for scanning and measuring points of an object |
CN101699313A (en) * | 2009-09-30 | 2010-04-28 | 北京理工大学 | Method and system for calibrating external parameters based on camera and three-dimensional laser radar |
CN102445148A (en) * | 2010-09-30 | 2012-05-09 | 西门子公司 | Method, device and system for acquiring position parameters |
CN103702607A (en) * | 2011-07-08 | 2014-04-02 | 修复型机器人公司 | Calibration and transformation of a camera system's coordinate system |
CN105486289A (en) * | 2016-01-31 | 2016-04-13 | 山东科技大学 | Laser photography measuring system and camera calibration method |
CN105547295A (en) * | 2016-01-25 | 2016-05-04 | 西安应用光学研究所 | Ground target passive speed measuring method for airborne photoelectric observing and aiming system on basis of gyroscope speed measurement |
CN106056587A (en) * | 2016-05-24 | 2016-10-26 | 杭州电子科技大学 | Full-view linear laser scanning 3D imaging calibration device and full-view linear laser scanning 3D imaging calibration method |
CN107339935A (en) * | 2017-06-27 | 2017-11-10 | 中国航空工业集团公司北京长城航空测控技术研究所 | Target space intersection measuring method for full visual angle scanning measurement system |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4339166B2 (en) * | 2003-11-28 | 2009-10-07 | サンクス株式会社 | Angle measuring device and tilt angle measuring method thereof |
US7429999B2 (en) * | 2004-05-24 | 2008-09-30 | CENTRE DE RECHERCHE INDUSTRIELLE DU QUéBEC | Camera calibrating apparatus and method |
CN1333231C (en) * | 2005-07-01 | 2007-08-22 | 清华大学 | Method for measuring light-beam central position by array CCD |
US20110147615A1 (en) * | 2009-12-23 | 2011-06-23 | Kintz Gregory J | Method and apparatus for microscopic imaging system with wide field of view and high collection efficiency |
US20130275873A1 (en) * | 2012-04-13 | 2013-10-17 | Qualcomm Incorporated | Systems and methods for displaying a user interface |
CN102901448B (en) * | 2012-10-17 | 2015-06-10 | 福建汇川数码技术科技有限公司 | Video camera and laser range finder coaxial photoelectric measuring device |
CN103198524B (en) * | 2013-04-27 | 2015-08-12 | 清华大学 | A kind of three-dimensional reconstruction method for large-scale outdoor scene |
JP6178127B2 (en) * | 2013-05-29 | 2017-08-09 | 株式会社Cubic | Building measuring apparatus and measuring method |
US9043146B2 (en) * | 2013-06-19 | 2015-05-26 | The Boeing Company | Systems and methods for tracking location of movable target object |
CN103426166A (en) * | 2013-07-09 | 2013-12-04 | 杭州电子科技大学 | Robot hand-eye co-location method based on laser and single eye |
CN104501779A (en) * | 2015-01-09 | 2015-04-08 | 中国人民解放军63961部队 | High-accuracy target positioning method of unmanned plane on basis of multi-station measurement |
CN105758314B (en) * | 2016-01-15 | 2018-08-03 | 国网浙江省电力公司湖州供电公司 | Long distance laser distance measuring method |
CN105865350A (en) * | 2016-04-30 | 2016-08-17 | 广东工业大学 | 3D object point cloud imaging method |
CN108828554B (en) * | 2017-05-18 | 2020-06-26 | 金钱猫科技股份有限公司 | Coordinate transformation-based measuring method, system and device without laser drop point |
-
2017
- 2017-05-18 CN CN201810683233.4A patent/CN108828554B/en active Active
- 2017-05-18 CN CN201810683217.5A patent/CN108709542B/en active Active
- 2017-05-18 CN CN201710353551.XA patent/CN107101623B/en active Active
- 2017-05-18 CN CN201810683315.9A patent/CN108827260B/en active Active
- 2017-05-18 CN CN201810683734.2A patent/CN109029391B/en active Active
- 2017-05-18 CN CN201810683249.5A patent/CN108828555B/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20090002719A1 (en) * | 2007-06-28 | 2009-01-01 | Hong Fu Jin Precision Industry (Shenzhen) Co., Ltd. | System and method for scanning and measuring points of an object |
CN101334270A (en) * | 2008-07-25 | 2008-12-31 | 西安交通大学 | Laser line scanning feeler geometric transformation calibration and curved face interpolation correcting method and apparatus |
CN101699313A (en) * | 2009-09-30 | 2010-04-28 | 北京理工大学 | Method and system for calibrating external parameters based on camera and three-dimensional laser radar |
CN102445148A (en) * | 2010-09-30 | 2012-05-09 | 西门子公司 | Method, device and system for acquiring position parameters |
CN103702607A (en) * | 2011-07-08 | 2014-04-02 | 修复型机器人公司 | Calibration and transformation of a camera system's coordinate system |
CN105547295A (en) * | 2016-01-25 | 2016-05-04 | 西安应用光学研究所 | Ground target passive speed measuring method for airborne photoelectric observing and aiming system on basis of gyroscope speed measurement |
CN105486289A (en) * | 2016-01-31 | 2016-04-13 | 山东科技大学 | Laser photography measuring system and camera calibration method |
CN106056587A (en) * | 2016-05-24 | 2016-10-26 | 杭州电子科技大学 | Full-view linear laser scanning 3D imaging calibration device and full-view linear laser scanning 3D imaging calibration method |
CN107339935A (en) * | 2017-06-27 | 2017-11-10 | 中国航空工业集团公司北京长城航空测控技术研究所 | Target space intersection measuring method for full visual angle scanning measurement system |
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