JP2002062127A - Three-dimensional measuring method for virtual ridge - Google Patents

Three-dimensional measuring method for virtual ridge

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Publication number
JP2002062127A
JP2002062127A JP2000249984A JP2000249984A JP2002062127A JP 2002062127 A JP2002062127 A JP 2002062127A JP 2000249984 A JP2000249984 A JP 2000249984A JP 2000249984 A JP2000249984 A JP 2000249984A JP 2002062127 A JP2002062127 A JP 2002062127A
Authority
JP
Japan
Prior art keywords
measuring
virtual
coordinate data
dimensional
calculated
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2000249984A
Other languages
Japanese (ja)
Other versions
JP4429503B2 (en
Inventor
Takushi Goto
卓士 後藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sanyo Machine Works Ltd
Original Assignee
Sanyo Machine Works Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sanyo Machine Works Ltd filed Critical Sanyo Machine Works Ltd
Priority to JP2000249984A priority Critical patent/JP4429503B2/en
Publication of JP2002062127A publication Critical patent/JP2002062127A/en
Application granted granted Critical
Publication of JP4429503B2 publication Critical patent/JP4429503B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • A Measuring Device Byusing Mechanical Method (AREA)
  • Length Measuring Devices By Optical Means (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a three-dimensional measuring method wherein three- dimensional coordinate data on a virtual ridge as a nodal line crossed by extending curved surfaces sandwiching the corner part of an object, to be measured, such as a mold or the like is calculated with good operability and with high accuracy. SOLUTION: Two arbitrary gage heads 33a, 33b which are installed at a measuring-point indicating implement 30 are simultaneously brought into contact with the curved surfaces 3a, 3b on both sides sandwiching the corner part 2 of the object 1 to be measured. Respective three-dimensional coordinate data on the two gage heads 33a, 33b are calculated by a computer 50. On the basis of the calculated three-dimensional coordinate data and on the basis of CAD data on the object 1, to be measured, stored in the computer 50, the three- dimensional coordinate data on the virtual eidge 4 of the corner part 2 is calculated. The deviation amount of the virtual ridge 4 with reference to the CAD data is calculated.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、金型等の測定対象
物のコーナー部における仮想稜線の三次元座標を検出し
てCADデータ等と比較・評価する際の仮想稜線の三次
元測定方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for detecting the three-dimensional coordinates of a virtual ridge line at a corner of a measurement object such as a mold and comparing and evaluating the detected three-dimensional coordinates with CAD data and the like. .

【0002】[0002]

【従来の技術】自動車ボデーや金型等の測定対象物の製
作工程に、この測定対象物の外形寸法をCCDカメラ等
の三次元測定装置で測定した測定データをコンピュータ
で数値計算して、測定対象物のCADデータと比較し評
価することで、測定対象物の寸法精度等を評価する工程
がある。例えば、測定対象物のコーナー部の仮想稜線を
三次元測定装置で測定した測定データと、CADデータ
の稜線部データを比較・評価して、測定対象物のコーナ
ー部の寸法精度をCADデータに基づいて評価する工程
がある。
2. Description of the Related Art In a manufacturing process of an object to be measured such as an automobile body or a mold, a computer is used to numerically calculate measurement data obtained by measuring the external dimensions of the object with a three-dimensional measuring device such as a CCD camera. There is a step of evaluating dimensional accuracy and the like of the measurement target by comparing and evaluating the CAD data of the target. For example, measurement data obtained by measuring a virtual ridgeline of a corner portion of a measurement object with a three-dimensional measuring device and ridgeline data of CAD data are compared and evaluated, and the dimensional accuracy of the corner portion of the measurement object is determined based on the CAD data. There is a process to evaluate.

【0003】図5に測定対象物1のコーナー部2を示す
と、このコーナー部2を挟んで第1曲面3aと第2曲面
3bが隣接し、この両曲面3a、3bの図5破線で示す
延長面が交差する交線(図5の鎖線)が仮想稜線4で、
この仮想稜線4の三次元座標データを算出することでコ
ーナー部2の寸法精度等の評価が行われる。第1曲面3
aと第2曲面3bは平面を含む曲面である。仮想稜線4
の三次元座標データの算出は、図6或いは図7に示す要
領で行われている。
FIG. 5 shows a corner portion 2 of an object 1 to be measured. A first curved surface 3a and a second curved surface 3b are adjacent to each other with the corner portion 2 interposed therebetween, and both curved surfaces 3a and 3b are shown by broken lines in FIG. The intersection line (the chain line in FIG. 5) where the extension surfaces intersect is the virtual ridge line 4,
By calculating the three-dimensional coordinate data of the virtual ridge line 4, the dimensional accuracy and the like of the corner 2 are evaluated. First curved surface 3
a and the second curved surface 3b are curved surfaces including a flat surface. Virtual ridgeline 4
The calculation of the three-dimensional coordinate data is performed in the manner shown in FIG. 6 or FIG.

【0004】図6は粘土10で仮想稜線4を現出させて
いる。測定対象物1のコーナー部2上に断面山形に粘土
10を盛り、粘土10の両曲面が第1曲面3aと第2曲
面3bの延長面となるようにして、粘土10の稜線11
が仮想稜線4と一致するようにしている。この粘土10
の稜線11に携帯式の測定点指示具である例えば測定ツ
ール20の先端のプローブ21を接触させ、測定ツール
20の上部に設けた複数の定点(発光点)の三次元座標
を光学式三次元測定装置で測定し、同測定装置のコンピ
ュータで数値計算することで、稜線11の任意の1点の
三次元座標データを求める。同様にして稜線11の複数
点の三次元座標データを求め、これら座標データを数値
計算することで、測定対象物1の仮想稜線4の三次元座
標データを算出する。この算出された座標データと前記
コンピュータに予め格納されたCADデータの稜線部デ
ータと比較し、評価することで、測定対象物1のコーナ
ー部2やその両曲面3a、3bの寸法精度等が評価され
る。
FIG. 6 shows a virtual ridge line 4 made of clay 10. Clay 10 is placed in a chevron cross section on corner 2 of measurement object 1, and both curved surfaces of clay 10 are extended surfaces of first curved surface 3 a and second curved surface 3 b, and ridge 11 of clay 10 is formed.
Coincides with the virtual ridge line 4. This clay 10
A portable measuring point indicator, for example, a probe 21 at the tip of a measuring tool 20 is brought into contact with the ridgeline 11 of the measuring tool 20, and the three-dimensional coordinates of a plurality of fixed points (light emitting points) provided on the upper part of the measuring tool 20 are converted into optical three-dimensional coordinates. The three-dimensional coordinate data of an arbitrary point on the ridgeline 11 is obtained by measuring with a measuring device and numerically calculating with a computer of the measuring device. Similarly, three-dimensional coordinate data of a plurality of points on the ridgeline 11 is obtained, and the coordinate data is numerically calculated to calculate three-dimensional coordinate data of the virtual ridgeline 4 of the measurement target 1. The calculated coordinate data is compared with the ridge line data of the CAD data stored in advance in the computer, and the dimensional accuracy and the like of the corner 2 of the measurement object 1 and the two curved surfaces 3a and 3b are evaluated. Is done.

【0005】図7は、第1曲面3aと第2曲面3bが略
平面とした場合に両曲面3a、3b上にそれぞれに離隔
した2点A1、A2、B1、B2をサンプリングポイントと
して設定し、各点A1、A2、B1、B2に上記同様の測定
ツールのプローブ21を順に当てることで各点A1
2,B1、B2の三次元座標データを求めて、第1曲面
3aの2点A1、A2の座標データから第1曲面3aの直
線を定義し、第2曲面3bの2点B1、B2の座標データ
から第2曲面3bの直線を定義し、これら定義された2
直線の交点座標を仮想稜線4上の1点の座標データとす
る。このようにして仮想稜線4の複数点の座標データを
求めて、測定対象物1の仮想稜線4の三次元座標データ
を算出し、これをコンピュータに予め格納されたCAD
データの稜線部データと比較し評価することで、測定対
象物1の寸法精度等が評価される。
FIG. 7 shows two points A 1 , A 2 , B 1 , and B 2 separated from each other on the curved surfaces 3a, 3b when the first curved surface 3a and the second curved surface 3b are substantially flat. And the points A 1 , A 2 , B 1 , and B 2 are sequentially applied to the probe 21 of the same measurement tool as described above, so that each point A 1 , A 2
The three-dimensional coordinate data of A 2 , B 1 , and B 2 are obtained, the straight line of the first curved surface 3a is defined from the coordinate data of the two points A 1 and A 2 of the first curved surface 3a, and the two points of the second curved surface 3b are defined. A straight line of the second curved surface 3b is defined from the coordinate data of B 1 and B 2 and these defined 2
The coordinates of the intersection of the straight lines are set as the coordinate data of one point on the virtual ridgeline 4. In this way, coordinate data of a plurality of points of the virtual ridge line 4 is obtained, three-dimensional coordinate data of the virtual ridge line 4 of the measurement target 1 is calculated, and this is stored in a CAD stored in a computer in advance.
The dimensional accuracy and the like of the measuring object 1 are evaluated by comparing and evaluating the ridge line data of the data.

【0006】また、第1曲面3aと第2曲面3bが平面
でない凸曲面の場合は、両曲面3a、3bのサンプリン
グポイントを3点以上の多数点にして、この多数点のサ
ンプリングポイントの位置座標データから両曲面3a、
3bの曲線を定義し、定義された2曲線の交点の位置座
標から仮想稜線4の三次元座標データを算出することが
行われている。
When the first curved surface 3a and the second curved surface 3b are convex surfaces which are not flat, the sampling points of the two curved surfaces 3a and 3b are set to three or more points, and the position coordinates of these many sampling points are set. From the data, both surfaces 3a,
The curve 3b is defined, and the three-dimensional coordinate data of the virtual ridgeline 4 is calculated from the position coordinates of the intersection of the defined two curves.

【0007】[0007]

【発明が解決しようとする課題】図6の粘土を使用した
仮想稜線の三次元測定方法は、測定対象物に粘土を正確
に盛り付ける作業と、粘土を取り除く作業が工数が多く
て作業性が悪い。また、粘土を盛り付ける作業員の熟練
度で仮想稜線の測定精度が左右されて、測定精度が安定
しない。さらに、測定対象物の寸法形状によっては、仮
想稜線を測定する部分であるコーナー部に粘土を盛り付
けることが難しくなる場合が多くて、自由度や汎用性に
欠ける。また、粘度に測定子をあてると粘度の部分が変
形し、正確な測定ができないおそれがある。
In the three-dimensional measuring method of the virtual ridgeline using clay shown in FIG. 6, the work of accurately placing the clay on the object to be measured and the work of removing the clay require many man-hours, resulting in poor workability. . Also, the measurement accuracy of the virtual ridgeline is affected by the skill of the worker who puts up the clay, and the measurement accuracy is not stable. Furthermore, depending on the size and shape of the measurement object, it is often difficult to place clay on the corner portion, which is the portion where the virtual ridgeline is measured, and lacks flexibility and versatility. In addition, if a measuring element is applied to the viscosity, the viscosity portion may be deformed, and accurate measurement may not be performed.

【0008】図7に示す仮想稜線の三次元測定方法は、
測定対象物のコーナー部を挟む両曲面に2点以上のサン
プリングポイントが設定できれば、高精度な三次元測定
が可能であり、この種の測定方法は各種の寸法形状の測
定対象物に適用できる。ところが、測定対象物のコーナ
ー部を挟む両曲面のそれぞれ2箇所以上をサンプリング
ポイントとして設定し、サンプリングした各箇所に測定
ツール等を手動で移動させて、各サンプリングポイント
を順番に測定するために、1つの仮想稜線の三次元測定
の作業工数が多くなり、作業性の改善が難しい。
[0008] The three-dimensional measuring method of the virtual ridge line shown in FIG.
If two or more sampling points can be set on both curved surfaces sandwiching the corner portion of the measurement object, highly accurate three-dimensional measurement can be performed, and this type of measurement method can be applied to measurement objects having various dimensions and shapes. However, in order to set two or more points on each of the two curved surfaces sandwiching the corner of the object to be measured as sampling points, manually move a measuring tool or the like to each sampled point, and measure each sampling point in order, The number of man-hours for three-dimensional measurement of one virtual ridgeline increases, and it is difficult to improve workability.

【0009】本発明の目的は、測定対象物のコーナー部
を挟む両曲面の仮想稜線の三次元座標データを工数を少
なくして作業性よく算出する三次元測定方法を提供する
ことにある。
An object of the present invention is to provide a three-dimensional measuring method for calculating three-dimensional coordinate data of virtual ridge lines of both curved surfaces sandwiching a corner portion of an object to be measured with reduced man-hour and good workability.

【0010】[0010]

【課題を解決するための手段】本発明の請求項1に記載
の仮想稜線の三次元測定方法は、上記目的を達成するた
め、測定対象物のコーナー部を挟んで隣接する第1曲面
及び第2曲面の各々に測定点指示具の先端に離隔させて
設置した2個の測定子を同時に当接させて各測定子の三
次元座標データをコンピュータで算出してサンプリング
し、得られた測定子の三次元座標データと前記コンピュ
ータに予め格納された測定対象物のCADデータに基づ
いて、第1曲面と第2曲面をコーナー部側に延長させた
延長面の仮想交線である仮想稜線上の点の座標データを
算出することを特徴とする。
According to a first aspect of the present invention, there is provided a three-dimensional measuring method for a virtual ridgeline, wherein the first curved surface and the first curved surface adjacent to each other with a corner portion of the object to be measured interposed therebetween are provided. Two tracing styluses placed apart from the tip of the measuring point indicator are simultaneously brought into contact with each of the two curved surfaces, and the three-dimensional coordinate data of each tracing stylus is calculated and sampled by a computer, and the obtained stylus is obtained. On the virtual ridge line, which is a virtual intersection of the first curved surface and the second curved surface extended to the corner side, based on the three-dimensional coordinate data of the above and the CAD data of the measurement object stored in advance in the computer. It is characterized in that coordinate data of a point is calculated.

【0011】本発明の請求項2に記載の仮想稜線の三次
元測定方法は、請求項1に記載の仮想稜線の三次元測定
方法において、前記サンプリング測定動作をコーナー部
の方向に測定点指示具を相対移動させて複数のサンプリ
ング箇所で行い、複数のサンプリング箇所から得られた
測定子の三次元座標データと前記コンピュータに予め格
納された測定対象物のCADデータに基づいて、第1曲
面と第2曲面をコーナー部側に延長させた延長面の仮想
交線である仮想稜線の座標データを算出することを特徴
とする。
According to a third aspect of the present invention, in the three-dimensional measuring method of the virtual ridgeline according to the first aspect, the sampling measurement operation is performed in the direction of a corner part by a measuring point indicator. Is performed at a plurality of sampling points by relative movement, and based on three-dimensional coordinate data of the tracing stylus obtained from the plurality of sampling points and CAD data of the measurement object stored in the computer in advance, the first curved surface and the It is characterized in that coordinate data of a virtual ridgeline which is a virtual intersection line of the extended surface obtained by extending the two curved surfaces to the corner portion side is calculated.

【0012】本発明の請求項3に記載の仮想稜線の三次
元測定方法は、請求項1または2に記載の仮想稜線の測
定方法において、上記2個の測定子の三次元座標データ
を測定対象物のCADデータと比較・評価することで仮
想稜線のCADデータに対するずれ量を算出することを
特徴とする。
According to a third aspect of the present invention, in the method of measuring a virtual ridgeline according to the first or second aspect, the three-dimensional coordinate data of the two tracing styluses is measured. It is characterized in that the amount of deviation from the CAD data of the virtual ridge line is calculated by comparing and evaluating the CAD data of the object.

【0013】ここで、上記CADデータは、製作される
測定対象物の設計段階でのコーナー部とその両曲面の三
次元座標データで、本発明はこのCADデータを利用す
ることで測定対象物の仮想稜線の座標データが正確に、
簡単に得られるようにしている。また、2個の測定子の
座標データのCADデータに対するずれ量を算出するこ
とで、製作段階に在る測定対象物の寸法精度が高信頼度
で評価される。
Here, the CAD data is three-dimensional coordinate data of a corner portion and both curved surfaces in a design stage of a measurement object to be manufactured, and the present invention utilizes the CAD data to calculate the measurement object. The coordinate data of the virtual ridgeline is accurate,
Easy to get. Also, by calculating the amount of deviation of the coordinate data of the two tracing styluses from the CAD data, the dimensional accuracy of the measuring object in the manufacturing stage is evaluated with high reliability.

【0014】本発明の請求項4に記載の仮想稜線の三次
元測定方法は、請求項1または2に記載の仮想稜線の三
次元測定方法において、上記測定点指示具の先端に3個
以上の測定子を相互に離隔させて設置し、測定対象物の
コーナー部の形状に適合する2個の測定子を選択して使
用することを特徴とする。
According to a third aspect of the present invention, in the three-dimensional measuring method of the virtual ridgeline according to the first or second aspect, three or more of the measuring point indicating tools are provided at the tip of the measuring point indicator. The present invention is characterized in that the tracing styluses are set apart from each other, and two tracing styluses suitable for the shape of the corner of the object to be measured are selected and used.

【0015】ここで、測定点指示具は、先端に2個以上
の測定子を有する携帯式測定ツールを使用すればよい。
このような測定点指示具は、上部に設置された3点以上
の発光点が遠方の光学式三次元測定装置(CCDカメラ
等)のコンピュータで読み取られる光学式測定ツール
や、多関節型アーム等をもつ機械式の三次元測定装置に
付属の測定ツールが適用される。また、2個以上の測定
子は同一半径の球体が望ましいが、その形状と大きさは
限定されない。
Here, as the measuring point indicator, a portable measuring tool having two or more measuring elements at the tip may be used.
Such a measuring point indicator is an optical measuring tool in which three or more light emitting points installed on an upper part are read by a computer of a remote optical three-dimensional measuring device (CCD camera or the like), an articulated arm, or the like. The measuring tool attached to the mechanical three-dimensional measuring device having the following is applied. Further, two or more tracing styluses are desirably spheres having the same radius, but their shapes and sizes are not limited.

【0016】[0016]

【発明の実施の形態】図5の測定対象物1の仮想稜線4
の本発明方法による測定実施形態例を、図1乃至図4を
参照して説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A virtual ridge 4 of a measurement object 1 shown in FIG.
An embodiment of the measurement according to the method of the present invention will be described with reference to FIGS.

【0017】図1に示される測定点指示具30は、片手
で操作される携帯式の光学式測定ツールで、先端に2個
以上の測定子33a、…を有する。測定点指示具30は
片手で持たれる本体部31と、本体部31の下端に突出
するプローブ部32を有する。複数の定箇所に発光ダイ
オード等の発光点34,…が設置される。プローブ部3
2の先端部が複数本に枝分かれして、枝分かれした各先
端部に測定子33a、…が1個ずつ連結される。測定点
指示具30の具体例を図4に示すと、同図の測定点指示
具30は先端に5個の測定子33a〜33eを有し、各
測定子33a〜33eは互いに離隔して設置された例え
ば同一半径の球体(スタイラス球)である。測定点指示
具30で測定対象物1の仮想稜線4を測定する場合、図
1に示すように5個の測定子33a〜33eのいずれか
2個が選択されて使用される。尚、図1においては使用
される2個の測定子だけが図示され、この2個を例えば
第1測定子33aと第2測定子33bとする。
The measuring point indicating tool 30 shown in FIG. 1 is a portable optical measuring tool operated with one hand, and has two or more measuring elements 33a at the tip. The measuring point indicator 30 has a main body 31 held by one hand and a probe 32 protruding from a lower end of the main body 31. Light emitting points 34, such as light emitting diodes, are provided at a plurality of fixed locations. Probe part 3
The two tips are branched into a plurality of pieces, and the probes 33a,... Are connected one by one to each of the branched tips. FIG. 4 shows a specific example of the measuring point indicating tool 30. The measuring point indicating tool 30 shown in FIG. For example, a sphere (a stylus sphere) having the same radius. When measuring the virtual ridgeline 4 of the measuring object 1 with the measuring point indicator 30, any two of the five tracing styluses 33a to 33e are selected and used as shown in FIG. Note that FIG. 1 shows only two tracing styluses used, and these two are, for example, a first tracing stylus 33a and a second tracing stylus 33b.

【0018】測定対象物1のコーナー部2の仮想稜線4
の測定に際して、測定点指示具30の5個の測定子33
a〜33eの内のコーナー部2の寸法形状に最も合う2
個が選択され、選択された2個の第1測定子33a及び
第2測定子33bがコーナー部2の両側の第1曲面3a
及び第2曲面3bの各1点のサンプリングポイントに同
時に当てられ、このときの測定点指示具30の本体部3
1が複数台のCCDカメラ等の撮像装置40で撮像さ
れ、撮像された画像データがコンピュータ50に送られ
る。
The virtual ridge 4 of the corner 2 of the object 1 to be measured
At the time of measurement, the five measuring elements 33 of the measuring point indicator 30
a that most closely matches the size and shape of the corner portion 2 out of a to 33e
Are selected, and the selected two first tracing stylus 33a and second tracing stylus 33b are connected to the first curved surface 3a on both sides of the corner portion 2.
And one sampling point of the second curved surface 3b at the same time, and the main body 3 of the measuring point indicator 30 at this time.
1 is imaged by an imaging device 40 such as a plurality of CCD cameras, and the imaged image data is sent to a computer 50.

【0019】コンピュータ50は、本体部31の複数点
の発光点34、…の三次元座標データを算出し、この座
標データに基づいて2個の第1測定子33aと第2測定
子33bの中心点座標を算出する。即ち、図2に示すよ
うに測定対象物1の両曲面3a、3bに同時に当接させ
た2個の測定子33a、33bの球中心Pa,Pbと、
測定点指示具30の定点にある発光点34,…の距離が
既知データとしてコンピュータ50に格納され、この既
知データと発光点34,…の三次元座標データを数値計
算することで、2個の測定子33a、33bの球中心P
a,Pbの三次元座標データが算出される。
The computer 50 calculates three-dimensional coordinate data of a plurality of light-emitting points 34,... Of the main body 31, and calculates the center of the two first tracing stylus 33a and the second tracing stylus 33b based on the coordinate data. Calculate point coordinates. That is, as shown in FIG. 2, the sphere centers Pa and Pb of the two tracing styluses 33a and 33b simultaneously abutting on both the curved surfaces 3a and 3b of the measuring object 1,
The distance between the light emitting points 34,... At the fixed point of the measuring point indicator 30 is stored in the computer 50 as known data, and the known data and the three-dimensional coordinate data of the light emitting points 34,. Spherical center P of measuring elements 33a and 33b
The three-dimensional coordinate data of a and Pb is calculated.

【0020】一方でコンピュータ50に、図2鎖線で示
すCADデータの第1CAD曲面Ca、第2CAD曲面
Cb及びCADコーナー面Ccの面データを格納してお
く。2個の測定子33a、33bが測定対象物1の両曲
面3a、3bの各1点のサンプリングポイントに同時に
接触して、各々の球中心Pa,Pbの三次元座標データ
が求まると、この球中心Pa、Pbを対応するCAD曲
面Ca、Cbに直交方向から投影した投影点Qa、Qb
の三次元座標データを算出する。そして、図3に示すよ
うに2点の球中心Pa、Pbと2点の投影点Qa、Qb
の4点から断平面を定義する。測定子33aの中心Pa
と投影点Qaを結ぶ直線上で点Paから測定子の半径分
だけ離れた位置の点Maが求まり、曲面3aでの誤差
(ベクトルea)がMa、Qaから算出される。曲面3
bについても同様にして誤差(ベクトルeb)が算出さ
れる。したがって、断平面上での仮想稜線のCADデー
タからの誤差(ベクトルe)は、ベクトルea+ベクト
ルebで算出され、1点の位置座標データが求まる。
On the other hand, the computer 50 stores the surface data of the first CAD curved surface Ca, the second CAD curved surface Cb, and the CAD corner surface Cc of the CAD data indicated by the chain line in FIG. When the two tracing styluses 33a and 33b simultaneously come into contact with one sampling point of each of the two curved surfaces 3a and 3b of the measuring object 1, and the three-dimensional coordinate data of the respective sphere centers Pa and Pb is obtained, the sphere is obtained. Projection points Qa, Qb obtained by projecting the centers Pa, Pb on the corresponding CAD curved surfaces Ca, Cb from orthogonal directions.
Is calculated. Then, as shown in FIG. 3, two spherical centers Pa and Pb and two projected points Qa and Qb
A cut plane is defined from the four points. Center Pa of probe 33a
A point Ma at a position separated from the point Pa by the radius of the tracing stylus on the straight line connecting the point Pa and the projection point Qa is obtained, and the error (vector ea) on the curved surface 3a is calculated from Ma and Qa. Curved surface 3
An error (vector eb) is similarly calculated for b. Therefore, the error (vector e) from the CAD data of the virtual ridge line on the section plane is calculated by vector ea + vector eb, and the position coordinate data of one point is obtained.

【0021】以上の両曲面3a、3bのサンプリング動
作が、図1の測定点指示具30をコーナー部2の方向に
倣わせて複数の離隔したサンプリングポイントS1
2、…で順に行われて、仮想稜線4の三次元座標デー
タが算出される。測定対象物1の両曲面3a、3bの座
標データとCAD曲面Ca、CbのCADデータで曲面
間のずれ量が算出され、両CAD曲面Ca、Cbの延長
面が交差するCAD仮想稜線Cdと測定対象物1の仮想
稜線4の座標データから両者仮想稜線Cdと4のずれ量
Dxが算出される。このようなずれ量の有無、大小を評
価することで測定対象物1のコーナー部2と両曲面3
a、3bの寸法精度等が高精度で評価される。
The above two curved surfaces 3a, 3b sampling operation of the sampling points S 1 in which a plurality of spaced measuring points the pointing device 30 so modeled after the direction of the corner portion 2 of FIG. 1,
S 3 ,... Are sequentially performed to calculate three-dimensional coordinate data of the virtual ridge line 4. The amount of deviation between the curved surfaces is calculated based on the coordinate data of the two curved surfaces 3a and 3b of the measuring object 1 and the CAD data of the CAD curved surfaces Ca and Cb, and the CAD virtual ridgeline Cd where the extended surfaces of the two CAD curved surfaces Ca and Cb intersect is measured. From the coordinate data of the virtual ridge line 4 of the object 1, a deviation Dx between the two virtual ridge lines Cd and 4 is calculated. By evaluating the presence / absence and magnitude of such a shift amount, the corner portion 2 and both curved surfaces 3 of the measurement object 1 are evaluated.
The dimensional accuracy of a and 3b is evaluated with high accuracy.

【0022】以上の仮想稜線測定方法において使用され
る測定点指示具30の2個の測定子33a、33bは、
半径の異なる球体であってもよい。また、測定点指示具
30に5個の測定子33a〜33eを間隔や方向性を相
違させて設置して、測定対象物1のコーナー部2の大き
さや仮想稜線方向に合わせて最も適合する2個の測定子
を使用するようにすれば、測定点指示具30の手動によ
る倣い操作が常に良好な条件下で行えるようになり、仮
想稜線の三次元測定作業の作業性がより改善される。ま
た、以上の実施形態は光学式測定点指示具30を使用し
ているが、この種の測定点指示具は機械式の三次元測定
装置に付属の測定点指示具を使用することも可能であ
る。
The two tracing styluses 33a and 33b of the measuring point pointing device 30 used in the above-described virtual ridgeline measuring method include:
The spheres having different radii may be used. In addition, five tracing styluses 33a to 33e are installed on the measuring point indicator 30 with different intervals and directionality, and are most suitable for the size of the corner 2 of the measuring object 1 and the direction of the virtual ridgeline. If the number of tracing styluses is used, the manual tracing operation of the measuring point indicator 30 can always be performed under favorable conditions, and the workability of the three-dimensional measuring operation of the virtual ridgeline is further improved. In the above embodiment, the optical measuring point indicator 30 is used. However, this type of measuring point indicator can use a measuring point indicator attached to a mechanical three-dimensional measuring device. is there.

【0023】[0023]

【発明の効果】本発明によれば、測定対象物のコーナー
部を挟む両曲面に測定点指示具の2個の測定子を同時に
当接させて両曲面の各1点のサンプリングポイントの座
標データを求め、コーナー部における仮想稜線の三次元
座標データをコンピュータで算出するようにしたので、
1つの仮想稜線の測定作業が1つの測定点指示具をコー
ナー部に倣わすだけの工数少ない簡単な作業で実施でき
て、作業性の大幅な改善が図れる。
According to the present invention, two tracing styluses of a measuring point indicator are simultaneously brought into contact with both curved surfaces sandwiching a corner portion of an object to be measured, and coordinate data of one sampling point of each of the two curved surfaces is obtained. And the computer calculates the three-dimensional coordinate data of the virtual ridgeline at the corner,
The measurement operation of one virtual ridgeline can be performed by a simple operation with a small number of steps of copying one measurement point indicating tool to the corner portion, and the workability can be greatly improved.

【0024】また、測定点指示具の先端に3個以上の測
定子を相互に離隔させて設置して、測定対象物のコーナ
ー部の形状寸法、方向性に最も適合した2個の測定子を
選択して使用することで、測定対象物のコーナー部を挟
む両曲面に2個の測定子を手動でより移動させ易いよう
に操作することができて、仮想稜線測定の手動で行なわ
れる作業行程の作業性が尚一層に改善される。
Also, three or more measuring elements are installed at the tip of the measuring point indicating tool so as to be separated from each other, and two measuring elements most suitable for the shape, size and direction of the corner of the measuring object are set. By selecting and using it, it is possible to operate the two tracing stylus manually on both curved surfaces sandwiching the corner of the measuring object so that it can be moved more easily. Workability is further improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明方法の実施形態を示す測定対象物と測定
点指示具の斜視図。
FIG. 1 is a perspective view of an object to be measured and a measuring point indicator showing an embodiment of the method of the present invention.

【図2】図1における2個の測定子とCADデータ曲面
の関係を示す斜視図。
FIG. 2 is a perspective view showing a relationship between two tracing styluses and a CAD data curved surface in FIG. 1;

【図3】図1における2個の測定子とCADデータ曲面
と測定対象物曲面の関係を示す断面図。
FIG. 3 is a cross-sectional view showing a relationship between two tracing styluses, a CAD data curved surface, and a measurement object curved surface in FIG. 1;

【図4】仮想稜線測定に使用する測定点指示具の一例を
示す斜視図。
FIG. 4 is a perspective view showing an example of a measurement point indicator used for virtual ridgeline measurement.

【図5】測定対象物のコーナー部の斜視図。FIG. 5 is a perspective view of a corner portion of an object to be measured.

【図6】図5の測定対象物の従来方法による仮想稜線測
定方法を説明するための斜視図。
FIG. 6 is a perspective view for explaining a virtual ridgeline measuring method of the measuring object of FIG. 5 according to a conventional method.

【図7】図5の測定対象物の他の従来方法による仮想稜
線測定方法を説明するための斜視図。
FIG. 7 is a perspective view for explaining a virtual ridgeline measuring method according to another conventional method of the measuring object in FIG. 5;

【符号の説明】[Explanation of symbols]

1 測定対象物 2 コーナー部 3a 第1曲面 3b 第2曲面 4 仮想稜線 30 測定点指示具 33 測定子 33a、33b (使用する2個の)測定子 50 コンピュータ DESCRIPTION OF SYMBOLS 1 Measurement object 2 Corner part 3a 1st curved surface 3b 2nd curved surface 4 Virtual ridgeline 30 Measurement point indicator 33 Measuring element 33a, 33b (Measuring element used) 50 Computer

フロントページの続き Fターム(参考) 2F065 AA04 AA19 AA53 BB05 BB29 CC00 FF05 GG07 GG13 JJ03 JJ05 JJ26 QQ01 QQ23 QQ25 2F069 AA04 AA17 AA66 DD25 EE08 GG01 GG07 GG59 GG63 GG65 HH01 HH30 LL02 Continued on the front page F term (reference) 2F065 AA04 AA19 AA53 BB05 BB29 CC00 FF05 GG07 GG13 JJ03 JJ05 JJ26 QQ01 QQ23 QQ25 2F069 AA04 AA17 AA66 DD25 EE08 GG01 GG07 GG59 GG63 GG65 HH01H30

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 測定対象物のコーナー部を挟んで隣接す
る第1曲面及び第2曲面の各々に測定点指示具の先端に
離隔させて設置した2個の測定子を同時に当接させて各
測定子の三次元座標データをコンピュータで算出してサ
ンプリングし、得られた測定子の三次元座標データと前
記コンピュータに予め格納された測定対象物のCADデ
ータに基づいて、前記第1曲面と第2曲面をコーナー部
側に延長させた延長面の仮想交線である仮想稜線上の点
の座標データを算出することを特徴とする仮想稜線の三
次元測定方法。
1. A first and a second curved surface adjacent to each other across a corner portion of a measuring object are simultaneously contacted by two tracing styluses spaced apart from a tip of a measuring point indicator. The three-dimensional coordinate data of the tracing stylus is calculated and sampled by a computer, and based on the obtained three-dimensional coordinate data of the tracing stylus and the CAD data of the measuring object stored in advance in the computer, the first curved surface and the A three-dimensional measurement method of a virtual ridge line, wherein coordinate data of a point on a virtual ridge line, which is a virtual intersection line of an extension surface obtained by extending two curved surfaces to a corner portion side, is calculated.
【請求項2】 前記サンプリング測定動作をコーナー部
の方向に測定点指示具を相対移動させて複数のサンプリ
ング箇所で行い、複数のサンプリング箇所から得られた
測定子の三次元座標データと前記コンピュータに予め格
納された測定対象物のCADデータに基づいて、前記第
1曲面と第2曲面をコーナー部側に延長させた延長面の
仮想交線である仮想稜線の座標データを算出することを
特徴とする請求項1記載の仮想稜線の三次元測定方法。
2. The sampling measurement operation is performed at a plurality of sampling points by relatively moving a measuring point indicating tool in a direction of a corner, and the three-dimensional coordinate data of a tracing stylus obtained from the plurality of sampling points and the computer perform the sampling measurement operation. Calculating coordinate data of a virtual ridge line, which is a virtual intersection of an extension surface obtained by extending the first curved surface and the second curved surface to the corner portion side, based on CAD data of the measurement object stored in advance. The three-dimensional measurement method of a virtual ridgeline according to claim 1.
【請求項3】 上記2個の測定子の三次元座標データを
測定対象物のCADデータと比較・評価することで仮想
稜線のCADデータに対するずれ量を算出することを特
徴とする請求項1または2記載の仮想稜線の三次元測定
方法。
3. The displacement amount of the virtual ridge line from the CAD data is calculated by comparing and evaluating the three-dimensional coordinate data of the two tracing styluses with the CAD data of the object to be measured. 3. The three-dimensional measurement method of the virtual ridge line according to 2.
【請求項4】 上記測定点指示具の先端に3個以上の測
定子を相互に離隔させて設置し、測定対象物のコーナー
部の形状に適合する2個の測定子を選択して使用するこ
とを特徴とする請求項1または2記載の仮想稜線の三次
元測定方法。
4. At least three measuring elements are installed at the tip of the measuring point indicating tool so as to be separated from each other, and two measuring elements suitable for the shape of the corner of the object to be measured are selected and used. The three-dimensional measuring method of a virtual ridgeline according to claim 1 or 2, wherein:
JP2000249984A 2000-08-21 2000-08-21 3D measurement method of virtual ridgeline Expired - Fee Related JP4429503B2 (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
JP2000249984A JP4429503B2 (en) 2000-08-21 2000-08-21 3D measurement method of virtual ridgeline

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JP2002062127A true JP2002062127A (en) 2002-02-28
JP4429503B2 JP4429503B2 (en) 2010-03-10

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ID=18739639

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Country Status (1)

Country Link
JP (1) JP4429503B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114026384A (en) * 2019-07-26 2022-02-08 欧姆龙株式会社 Method for calibrating computer vision system and reference three-dimensional object used for method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114026384A (en) * 2019-07-26 2022-02-08 欧姆龙株式会社 Method for calibrating computer vision system and reference three-dimensional object used for method
CN114026384B (en) * 2019-07-26 2023-12-22 欧姆龙株式会社 Calibration method of computer vision system and reference three-dimensional object used for method

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