CN102374845A - Space coordinate gauge correcting system for linear laser scanning test head - Google Patents
Space coordinate gauge correcting system for linear laser scanning test head Download PDFInfo
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- CN102374845A CN102374845A CN2010102492341A CN201010249234A CN102374845A CN 102374845 A CN102374845 A CN 102374845A CN 2010102492341 A CN2010102492341 A CN 2010102492341A CN 201010249234 A CN201010249234 A CN 201010249234A CN 102374845 A CN102374845 A CN 102374845A
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- laser scanning
- linear laser
- coordinate
- test head
- measurement data
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Abstract
The invention relates to a space coordinate gauge correcting system for a linear laser scanning test head. The system comprises the linear laser scanning test head, a three coordinate measuring instrument, a corrective gauge, a correction algorithm, a measuring system software and a computer system; the linear laser scanning test head is mechanically connected with the three coordinate measuring instrument; measurement data (linear laser scanning test head measurement data L0, L1 and L2 and a coordinate value delta of the three coordinate measuring instrument moving from a position of obtaining the measurement data L1 to a position of obtaining the measurement data L2) are obtained by scanning and measuring the corrective gauge; and by calculating due to the correction algorithm, a data transformation matrix R and a translation transformation quantity T both of which are used for transforming the linear laser scanning test head measurement data L into space coordinate data consistent with a three coordinate measuring instrument coordinate system M are obtained. When the three coordinate measuring instrument is operated and the measurement is performed by utilizing the laser scanning test head, a transformation formula is M=R*L+T; and the linear laser scanning test head measurement data L is transformed into the three coordinate measuring instrument coordinate system data M.
Description
Technical field
Volume coordinate bearing calibration when the present invention relates to the measurement of Linear Laser scanning feeler and three-coordinates measuring machine Combination application.
Background technology
In the prior art, when Linear Laser scanning feeler and three-coordinates measuring machine Combination application were measured, volume coordinate was proofreaied and correct the completion of general employing measurement standard ball and is proofreaied and correct.
The problem that prior art exists is: utilize the prior art scheme to carry out Linear Laser scanning feeler volume coordinate timing, because the ball correcting algorithm is relatively harsher to the scanning survey data demand, operation easier is big, and efficient is low.
Summary of the invention
Volume coordinate when the present invention is Linear Laser scanning feeler and the measurement of three-coordinates measuring machine Combination application is proofreaied and correct provides a kind of Linear Laser scanning feeler volume coordinate rule corrective system, can solve big, the inefficient problem of Linear Laser scanning feeler volume coordinate correct operation difficulty.
For achieving the above object; The technical scheme that the present invention adopts is: a kind of Linear Laser scanning feeler volume coordinate rule corrective system; Comprise the Linear Laser scanning feeler, with the three-coordinates measuring machine of described Linear Laser scanning feeler mechanical connection, the computer system that is electrically connected with described Linear Laser scanning feeler, described three-coordinates measuring machine; It also comprises corrective gauge, correcting algorithm, measuring system software; The plane that the plane that the geometric configuration that described corrective gauge is used for measurement update face is made up of one group of parallel lines and one group of ladder track are formed constitutes, and described correcting algorithm is according to the scanning survey data L of described Linear Laser scanning feeler on the plane that described corrective gauge parallel lines are formed
0, the scanning survey data L on the plane that described corrective gauge ladder track is formed
1And L
2, and described three-coordinates measuring machine from obtaining L
1The measurement data position is to obtaining L
2The coordinate figure Δ that moves during the measurement data position calculates data-switching matrix R and the translation transformation amount T that Linear Laser scanning feeler measurement data L is converted into the spatial data consistent with three-coordinates measuring machine coordinate system M.
Because the utilization of technique scheme; The present invention compared with prior art beneficial effect of its generation is: when carrying out Linear Laser scanning feeler volume coordinate correct operation, only need simple mobile three-coordinates measuring machine use Linear Laser scanning feeler measurement update rule to obtain measurement data set L
0, L
1And L
2, and three-coordinates measuring machine from obtaining L
1The measurement data position is to obtaining L
2The coordinate figure Δ that moves during the measurement data position; Correcting algorithm can calculate data-switching matrix R and the translation transformation amount T that Linear Laser scanning feeler measurement data L is converted into the spatial data consistent with three-coordinates measuring machine coordinate system M; It is relatively harsher to the scanning survey data demand to have overcome the ball correcting algorithm; Operation easier is big, inefficient problem.
Description of drawings
Accompanying drawing 1 is a theory diagram of the present invention:
Wherein: 1, Linear Laser scanning feeler; 2, three-coordinates measuring machine; 3, computer system; 4, corrective gauge; 5, correcting algorithm; 6, measuring system software.
Accompanying drawing 2 obtains the position view of measurement data for measurement update rule of the present invention:
Wherein: 11, corrective gauge; 12, corrective gauge parallel lines plane surveying data L
0The position; 13, corrective gauge ladder track plane surveying data L
1The position; 14, corrective gauge ladder track plane surveying data L
2The position.
Embodiment
Referring to accompanying drawing 1,2: a kind of Linear Laser scanning feeler volume coordinate rule corrective system; Comprise the Linear Laser scanning feeler, with the three-coordinates measuring machine of described Linear Laser scanning feeler mechanical connection, the computer system that is electrically connected with described Linear Laser scanning feeler, described three-coordinates measuring machine; It also comprises corrective gauge, correcting algorithm, measuring system software; The plane that the plane that the geometric configuration that described corrective gauge is used for measurement update face is made up of one group of parallel lines and one group of ladder track are formed constitutes, and described correcting algorithm is according to the scanning survey data L of described Linear Laser scanning feeler on the plane that described corrective gauge parallel lines are formed
0, the scanning survey data L on the plane that described corrective gauge ladder track is formed
1And L
2, and described three-coordinates measuring machine from obtaining L
1The measurement data position is to obtaining L
2The coordinate figure Δ that moves during the measurement data position calculates data rotation matrix R and the translation transformation amount T that Linear Laser scanning feeler measurement data L is converted into the spatial data consistent with three-coordinates measuring machine coordinate system M.When the operation three-coordinates measuring machine utilized laser scanning testing head to measure, conversion formula: M=R*L+T converted laser scanning testing head measurement data L into three-coordinates measuring machine coordinate system data M.
Claims (1)
1. a Linear Laser scanning feeler volume coordinate is advised corrective system; Comprise Linear Laser scanning feeler (1), with the three-coordinates measuring machine (2) of described Linear Laser scanning feeler (1) mechanical connection, the computer system (3) that is electrically connected with described Linear Laser scanning feeler (1), described three-coordinates measuring machine (2); It also comprises corrective gauge (4), correcting algorithm (5), measuring system software (6); It is characterized in that: the plane that the plane that the geometric configuration that described corrective gauge (4) is used for measurement update face is made up of one group of parallel lines and one group of ladder track are formed constitutes, and described correcting algorithm (5) is according to the scanning survey data L of described Linear Laser scanning feeler (1) on the plane that described corrective gauge (4) parallel lines are formed
0, the scanning survey data L on the plane that described corrective gauge (4) ladder track is formed
1And L
2, and described three-coordinates measuring machine (2) from obtaining L
1The measurement data position is to obtaining L
2The coordinate figure Δ that moves during the measurement data position calculates data-switching matrix R and the translation transformation amount T that Linear Laser scanning feeler measurement data L is converted into the spatial data consistent with three-coordinates measuring machine coordinate system M.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2010102492341A CN102374845A (en) | 2010-08-10 | 2010-08-10 | Space coordinate gauge correcting system for linear laser scanning test head |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010102492341A CN102374845A (en) | 2010-08-10 | 2010-08-10 | Space coordinate gauge correcting system for linear laser scanning test head |
Publications (1)
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CN102374845A true CN102374845A (en) | 2012-03-14 |
Family
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Family Applications (1)
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CN2010102492341A Pending CN102374845A (en) | 2010-08-10 | 2010-08-10 | Space coordinate gauge correcting system for linear laser scanning test head |
Country Status (1)
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CN (1) | CN102374845A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108132018A (en) * | 2013-06-20 | 2018-06-08 | 安溪县中磊设备制造有限公司 | A kind of calibration method |
CN108549068A (en) * | 2018-05-24 | 2018-09-18 | 上海景复信息科技有限公司 | A kind of 3 d scan data processing method and data processing system |
-
2010
- 2010-08-10 CN CN2010102492341A patent/CN102374845A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108132018A (en) * | 2013-06-20 | 2018-06-08 | 安溪县中磊设备制造有限公司 | A kind of calibration method |
CN108549068A (en) * | 2018-05-24 | 2018-09-18 | 上海景复信息科技有限公司 | A kind of 3 d scan data processing method and data processing system |
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Application publication date: 20120314 |