JPH0727527A - Measuring method for long member of structure and device thereof - Google Patents

Measuring method for long member of structure and device thereof

Info

Publication number
JPH0727527A
JPH0727527A JP16907993A JP16907993A JPH0727527A JP H0727527 A JPH0727527 A JP H0727527A JP 16907993 A JP16907993 A JP 16907993A JP 16907993 A JP16907993 A JP 16907993A JP H0727527 A JPH0727527 A JP H0727527A
Authority
JP
Japan
Prior art keywords
measured
measuring
displacement
solid
cameras
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
JP16907993A
Other languages
Japanese (ja)
Other versions
JP2731335B2 (en
Inventor
Yoshitaka Kozakura
義隆 小櫻
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.)
YOKOGAWA BURITSUJI KK
Original Assignee
YOKOGAWA BURITSUJI KK
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 YOKOGAWA BURITSUJI KK filed Critical YOKOGAWA BURITSUJI KK
Priority to JP16907993A priority Critical patent/JP2731335B2/en
Publication of JPH0727527A publication Critical patent/JPH0727527A/en
Application granted granted Critical
Publication of JP2731335B2 publication Critical patent/JP2731335B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Length Measuring Devices By Optical Means (AREA)

Abstract

PURPOSE:To concurrently satisfy a plurality of conditions such as high accuracy, a short time, a small number of people required, and a low cost by linearly moving a measured object within the measuring range by a photographic surveying system with a plurality of cameras. CONSTITUTION:Two or more solid image pickup element cameras 3 are installed, the measuring range 4 is limited by a photographic surveying system, and a measured object is linearly moved from a position 1 to a position 2 within the measuring range. The measured large coordinate values (Xp, Yp, Zp) of a point P after movement are calculated with the measured values (x1p, y1p, z1p), linear shift quantity L, displacement (DELTAY, DELTAZ), and rotation angle (DELTAalpha, DELTAbeta, DELTAgamma) of the solid image pickup element cameras 3. The measured object is linearly moved, the displacement and angle due to the shift are corrected, thus the whole shape is three-dimensionally measured. Many stations in the visual field of the solid image pickup element cameras 3 can be immediately measured in this method.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鋼橋、鉄塔、鉄骨、鋼
管構造物、コンクリート橋などの構造物の部材の三次元
形状および尺度を短時間に高精度で計測するための方法
および装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and apparatus for measuring three-dimensional shapes and scales of members of structures such as steel bridges, steel towers, steel frames, steel pipe structures and concrete bridges in a short time with high accuracy. It is about.

【0002】[0002]

【従来の技術】多数の測点を有する構造物の形状検査を
詳細に行うには、三次元計測が必要になる。従来、この
ような計測では鋼巻尺、接触型測定機、写真機、測角儀
などが用いられてきた。これらの計測機のうち、鋼巻尺
は取り扱いが簡単である反面、構造物の形状が複雑にな
ると三次元計測ができなくなる。また接触型測定機は高
精度で計測できるが、被測定物が20〜30m になると大規
模の装置となり、多大の設備投資を余儀なくされる。さ
らに写真機による測定では、多点を同時に計測できる
が、フィルムを基に画像解析を行なわなければならない
ので、後処理に手間がかかる。加えて、最近では測角儀
によって高精度で計測する機械が開発されているが、こ
れは1点ずつ視準しなければならないので、多大の計測
時間を要する。以上の理由により、これまでは長さ20〜
30m 規模の多数の測点を有する構造物を効率良く計測で
きる有効な手段はなかった。
2. Description of the Related Art Three-dimensional measurement is required to perform detailed shape inspection of a structure having a large number of measurement points. Conventionally, a steel tape measure, a contact-type measuring machine, a photographic machine, an angle measuring instrument, etc. have been used for such measurement. Among these measuring instruments, the steel tape measure is easy to handle, but it becomes impossible to perform three-dimensional measurement when the structure has a complicated shape. Moreover, the contact-type measuring machine can measure with high accuracy, but if the object to be measured becomes 20 to 30 m, it becomes a large-scale device, which requires a large capital investment. Further, in the measurement with a photographic machine, it is possible to measure multiple points at the same time, but since image analysis must be performed based on the film, post-processing is troublesome. In addition, recently, a machine for measuring with high accuracy by a gonio has been developed, but this requires a large amount of measurement time because it is necessary to collimate each point. For the above reasons, the length up to 20 has been
There was no effective means to efficiently measure a structure with a large number of 30m scale stations.

【0003】図5(a),(b)は鋼橋の長尺部材の斜
視図である。測点は左右の現場継手部のボルト孔28、
仕口部のボルト孔29、格点位置30である。従来はこ
れらの多数の測定を高精度で、しかも効率良く計測でき
る機械は存在しなかった。
5 (a) and 5 (b) are perspective views of a long member of a steel bridge. The measuring points are bolt holes 28 on the left and right field joints,
These are the bolt hole 29 and the grade position 30 of the joint. In the past, there was no machine that could measure these many measurements with high accuracy and efficiency.

【0004】[0004]

【発明が解決しようとする課題】上述のように、従来の
計測機械によって長さ20〜30m規模の多数の測点を
有する構造物を測定するには、高精度・短時間・少人数
・低コストという4つの条件を同時に満たすことができ
ない。このため従来の方法では形状検査として計測場に
組み込むための有効な手段がないという問題がある。
As described above, in order to measure a structure having a large number of measuring points having a length of 20 to 30 m with a conventional measuring machine, high precision, short time, small number of people, and low number are required. The four conditions of cost cannot be satisfied at the same time. Therefore, the conventional method has a problem that there is no effective means for incorporating it into the measurement field for shape inspection.

【0005】[0005]

【課題を解決するための手段】上述の問題を解決するた
め本発明においては、固体撮像素子カメラを2台以上用
いて写真測量方式により測定する範囲を限定し、その測
定範囲に入るように被測定物を直線移動させ、また直線
移動に伴う変位および角度を補正して全体の形状を三次
元計測するようにする。
In order to solve the above problems, the present invention limits the range of measurement by the photogrammetry method using two or more solid-state image pickup device cameras, and sets the range so that the measurement range is within the range. The measurement object is linearly moved, and the displacement and angle associated with the linear movement are corrected so that the entire shape is three-dimensionally measured.

【0006】また、被測定物の形状が三次元計測できる
ようにその周囲に固体撮像素子カメラを複数設置すると
共に、被測定物の直線移動量を算出するための定規と固
体撮像素子カメラ(特開平4−278401号) を設置し、か
つ被測定物の直線移動に伴う変位および角度を補正する
ために計測する変位測定機と傾斜角計を設けて構造物の
長尺部材の測定装置を構成する。
Further, a plurality of solid-state image sensor cameras are installed around the object so that the shape of the object to be measured can be three-dimensionally measured, and a ruler for calculating the linear movement amount of the object to be measured and the solid-state image sensor camera (special (Kaihei 4-278401) is installed, and a measuring device for a long member of a structure is configured by providing a displacement measuring machine and a tilt angle meter for measuring the displacement and angle of the object to be linearly moved. To do.

【0007】さらに、本発明では被測定物を台車で直線
移動させる際に変形をさせないために、1台の台車上に
ピボット支承1個を、またもう1台の台車上にピボット
支承1個と吊り構造の支承1個をそれぞれ設置して3点
支持の静定構造にすると共に、被測定物の直線移動量を
算出するための定規と支承直上に被測定物の支持点を設
けたねじり剛性の高い閉断面の運搬架台を用いる。な
お、この運搬架台は本来の被測定構造物を次の工程に進
めるためのツールでもあり、また計測装置の一部でもあ
る。
Further, according to the present invention, in order to prevent deformation when the object to be measured is linearly moved by the dolly, one pivot bearing is provided on one dolly and one pivot bearing is provided on the other dolly. Torsional rigidity with one suspension structure bearing installed to make a statically-determined structure with three-point support, and a ruler for calculating the linear movement of the DUT and a support point for the DUT just above the bearing. Use a high-closed transportation platform with a closed cross section. It should be noted that this transportation platform is a tool for advancing the original structure to be measured to the next step, and is also a part of the measuring device.

【0008】[0008]

【作用】上述のように本発明の第1〜第3発明によれ
ば、固体撮像素子カメラの視野に入った多数の測点を即
座に計測することができる。また本発明では鋼橋の例を
採ると、溶接や塗装といった前後の工程と直結させるよ
うに計測装置を製造ラインに組み込むことができる。さ
らに、本発明では固体撮像素子カメラを必要最小限にと
どめているので計測場は狭いエリアで済み、計測装置は
大規模にならないためコストも低下する。
As described above, according to the first to third aspects of the present invention, it is possible to immediately measure a large number of measurement points in the visual field of the solid-state image pickup device camera. Further, in the present invention, taking the example of the steel bridge, the measuring device can be incorporated in the production line so as to be directly connected to the front and rear processes such as welding and painting. Further, in the present invention, the solid-state imaging device camera is limited to the minimum necessary, so that the measurement field is limited to a small area, and the measuring device does not become large in scale, so that the cost is reduced.

【0009】[0009]

【実施例】以下、実施例により本発明実施の態様を説明
するが、例示は単に説明用のもので、発明思想の制限ま
たは限定を意味するものではない。
The embodiments of the present invention will be described below with reference to the examples, but the examples are merely for the purpose of explanation, and do not imply any limitation or limitation of the inventive idea.

【0010】図1は第1発明の測定原理を説明するため
の平面図である。図において、固体撮像素子カメラ3は
2台以上設置して写真測量方式により測定範囲4を限定
し、その測定範囲に入るように被測定物を移動させた場
合、移動前の被測定物1と移動後の被測定物2が図のよ
うに得られるたとする。この場合、移動後の点Pの計測
大座標値(XP ,YP ,ZP )は、固体撮像素子カメラ
の計測値(x1p, y1p, z1p)と直線移動量(L)、変
位(ΔY,ΔZ)、回転角(Δα,Δβ,Δγ)を用い
ると下記数1となる。
FIG. 1 is a plan view for explaining the measuring principle of the first invention. In the figure, two or more solid-state imaging device cameras 3 are installed, the measurement range 4 is limited by a photogrammetry method, and when the DUT is moved to fall within the measurement range, It is assumed that the DUT 2 after the movement is obtained as shown in the figure. In this case, the measured large coordinate values (X P , Y P , Z P ) of the point P after movement are the measured values (x 1p , y 1p , z 1p ) of the solid-state image sensor, the linear movement amount (L), If displacement (ΔY, ΔZ) and rotation angle (Δα, Δβ, Δγ) are used, the following formula 1 is obtained.

【数1】 以上のように、本発明の測定では被測定物を直線移動さ
せ、その移動に伴う変位・角度を補正することによって
全体の形状を三次元計測するようにする。
[Equation 1] As described above, in the measurement of the present invention, the object to be measured is linearly moved, and the displacement and angle associated with the movement are corrected to three-dimensionally measure the entire shape.

【0011】また、本発明の第2発明では、図2に示す
ように、被測定物6の形状が三次元計測できるようにそ
の周囲に固体撮像素子カメラ3(上記数1のx1p,
1p, z 1pの計測)をA〜Dの位置に4台設置し、定規
7を被測定物と一体となっている運搬架台14の側部に
設け、その定規7の目盛りを読むために移動距離測定用
の固体撮像素子カメラ8(上記数1のLの計測)を設置
し、かつ被測定物6の直線移動に伴う変位および角度を
計測する変位測定機9(上記数1のΔY,ΔZ,Δβ,
Δγの計測)と傾斜角計11(上記数1のΔαの計測)
を設けた構造物の長尺部材の測定装置を構成する。な
お、これらの計測装置は2台のコンピュータ15で制御
する。
The second aspect of the present invention is shown in FIG.
In order to measure the shape of the DUT 6 in three dimensions.
The solid-state image sensor camera 3 (x1p,
y1p, z 1p4 units are installed at positions A to D, and the ruler
7 on the side of the carriage 14 that is integrated with the DUT.
It is provided for measuring the moving distance to read the scale of the ruler 7
Installed solid-state image sensor camera 8 (measurement of L in the above formula 1)
And the displacement and angle due to the linear movement of the DUT 6
Displacement measuring machine 9 to measure (ΔY, ΔZ, Δβ,
(Measurement of Δγ) and inclinometer 11 (measurement of Δα of the above formula 1)
A measuring device for a long member of a structure provided with is constructed. Na
Oh, these measuring devices are controlled by two computers 15.
To do.

【0012】次に、本発明の第3発明では、図3の
(a)〜(d)のように、図面左の台車13の中央にピ
ボット支承17を設け、また図面右側の台車13上にピ
ボット支承17と吊り構造支承18を設置すると共に、
定規7と支承直上に被測定物の支持台19を設けた構造
物の運搬架台14を構成する。
Next, in the third invention of the present invention, as shown in FIGS. 3A to 3D, a pivot bearing 17 is provided at the center of the carriage 13 on the left side of the drawing, and on the carriage 13 on the right side of the drawing. Install the pivot bearing 17 and the hanging structure bearing 18,
A carriage 14 for a structure is provided in which a ruler 7 and a support 19 for the object to be measured are provided directly above the bearing.

【0013】図4は運搬架台に関する支承の構造を説明
するための詳細図である。図4(a)は吊り構造支承の
側面図である。本発明では運搬架台14に連結されたブ
ラケット22を鋼棒23によって梁21から吊り下げる
構造になっている。また、鋼棒23の上下にはピボット
24をそれぞれ設置する。一方、ピボット支承17は図
4(b)に示すように、ブラケット22に取り付ける。
なお、このピボット支承17はもう1つの台車13の中
央に1個設置する(図3(a)、(c)参照)。
FIG. 4 is a detailed view for explaining the structure of the support for the carriage. FIG. 4A is a side view of the suspension structure support. In the present invention, the bracket 22 connected to the carriage 14 is suspended from the beam 21 by the steel rod 23. Further, pivots 24 are installed above and below the steel rod 23, respectively. On the other hand, the pivot bearing 17 is attached to the bracket 22 as shown in FIG.
In addition, one pivot bearing 17 is installed in the center of the other carriage 13 (see FIGS. 3A and 3C).

【0014】[0014]

【発明の効果】上述のように本発明の第1〜第3発明に
よれば、固体撮像素子カメラの視野に入った多数の測点
を即座に計測することができる。また本発明では鋼橋の
例を採ると、溶接や塗装といった前後の工程と直結させ
るように計測装置を製造ラインに組み込むことができ
る。さらに、本発明では固体撮像素子カメラを必要最小
限にとどめているので計測場は狭いエリアで済み、計測
装置は大規模にならないためコストも低下する。したが
って、本発明によれば、長さ20〜30m 規模の多数の測点
を有する構造物の測定において、高精度・短時間・小人
数・低コストという4つの条件を同時に満たすことがで
きるので、本計測装置を製造ラインに組み込みやすいと
いう効果がある。
As described above, according to the first to third aspects of the present invention, it is possible to immediately measure a large number of measurement points in the visual field of the solid-state image pickup device camera. Further, in the present invention, taking the example of the steel bridge, the measuring device can be incorporated in the production line so as to be directly connected to the front and rear processes such as welding and painting. Further, in the present invention, the solid-state imaging device camera is limited to the minimum necessary, so that the measurement field is limited to a small area, and the measuring device does not become large in scale, so that the cost is reduced. Therefore, according to the present invention, it is possible to simultaneously satisfy the four conditions of high accuracy, short time, small number of people, and low cost in the measurement of a structure having a large number of measuring points with a length of 20 to 30 m. This has the effect of easily incorporating this measuring device into the manufacturing line.

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

【図1】本発明の測定原理を説明するための平面図であ
る。
FIG. 1 is a plan view for explaining the measurement principle of the present invention.

【図2】(a)は、本発明の計測装置を説明するための
平面図であり、(b)は、その測面図であり、(c)
は、その正面図である。
FIG. 2 (a) is a plan view for explaining the measuring device of the present invention, FIG. 2 (b) is a plan view thereof, and FIG.
FIG.

【図3】(a)は、本発明の運搬架台を説明するための
平面図であり、(b)は、その側面図であり、(c)
は、(a)のA−A断面図であり、(d)は、(a)の
B−B断面図である。
FIG. 3 (a) is a plan view for explaining a carrier base of the present invention, FIG. 3 (b) is a side view thereof, and FIG.
3A is a sectional view taken along the line AA of FIG. 7A, and FIG. 4D is a sectional view taken along the line BB of FIG.

【図4】(a)は、本発明の運搬架台の支承の構造を説
明するための側面図であり、(b)は、そのC−C断面
図である。
FIG. 4 (a) is a side view for explaining the structure of the support of the carriage according to the present invention, and FIG. 4 (b) is a sectional view taken along line CC of FIG.

【図5】(a)は、鋼橋のI型断面部材を示す斜視図で
あり、(b)は、鋼橋の箱型断面部材を示す斜視図であ
る。
5A is a perspective view showing an I-shaped cross-section member of a steel bridge, and FIG. 5B is a perspective view showing a box-shaped cross-section member of a steel bridge.

【符号の説明】[Explanation of symbols]

1 移動前の被測定物 2 移動後の被測定物 3 固体撮像素子カメラ(CCDカメラ) 4 固体撮像素子カメラの測定範囲 5 部材の移動の方向 6 被測定物(部材) 7 定規 8 移動距離測定用の固体撮像素子カメラ(CCDカメ
ラ) 9 変位測定機 10 レーザビーム 11 傾斜角計 12 レール 13 台車 14 運搬架台 15 コンピュータ 16 ケーブル 17 ピボット支承 18 吊り構造支承 19 被測定物の支持台 20 支柱 21 梁 22 ブラケット 23 棒鋼 24 ピボット 25 六角ナット 26 車輪 27 I型断面部材 28 現場継手部のボルト孔 29 仕口部のボルト孔 30 格点位置 31 箱型断面部材
1 Object to be measured before moving 2 Object to be measured after moving 3 Solid-state image sensor camera (CCD camera) 4 Measuring range of solid-state image sensor 5 Direction of movement of member 6 Object (member) 7 Ruler 8 Distance measurement Solid-state imaging device camera (CCD camera) 9 Displacement measuring machine 10 Laser beam 11 Tilt angle meter 12 Rail 13 Carriage 14 Carriage stand 15 Computer 16 Cable 17 Pivot support 18 Suspended structure support 19 Object support stand 20 Strut 21 Beam 22 Bracket 23 Steel bar 24 Pivot 25 Hexagon nut 26 Wheel 27 I-shaped cross-section member 28 Bolt hole of field joint part 29 Bolt hole of joint part 30 Mark position 31 Box-shaped cross-section member

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 固体撮像素子カメラを2台以上用いて写
真測量方式により測定する範囲を限定し、その測定範囲
に入るように被測定物を直線移動させ、また直線移動に
伴う変位および角度を補正して全体の形状を三次元計測
するようにしたことを特徴とする構造物の長尺部材の計
測方法。
1. A range of measurement by a photogrammetry method is limited by using two or more solid-state imaging device cameras, and an object to be measured is linearly moved so as to be within the measurement range, and a displacement and an angle accompanying the linear movement are measured. A method for measuring a long member of a structure, which comprises correcting and measuring the whole shape three-dimensionally.
【請求項2】 被測定物の形状が三次元計測できるよう
にその周囲に固体撮像素子カメラを複数設置すると共
に、被測定物の直線移動量を算出するための定規と固体
撮像素子カメラを設置し、かつ被測定物の直線移動に伴
う変位および角度を計測する変位測定機と傾斜角計を設
けたことを特徴とする構造物の長尺部材の測定装置。
2. A plurality of solid-state image sensor cameras are installed around the object so that the shape of the object can be measured three-dimensionally, and a ruler and a solid-state image sensor camera for calculating the linear movement amount of the object are installed. In addition, a measuring device for a long member of a structure, which is provided with a displacement measuring machine and a tilt angle meter for measuring a displacement and an angle of the object to be measured which are linearly moved.
【請求項3】 1台の台車上にピボット支承1個を、ま
たもう1台の台車上にピボット支承1個と吊り構造の支
承1個をそれぞれ設置して静定構造にすると共に、被測
定物の直線移動量を算出するための定規と支承直上に被
測定物の支持点を設けたことを特徴とする構造物の運搬
架台。
3. A static bearing structure is provided by installing one pivot bearing on one bogie, one pivot bearing and one suspension bearing on another bogie, and at the same time, to be measured. A structure transportation platform characterized in that a ruler for calculating the amount of linear movement of an object and a support point for the object to be measured are provided directly above the bearing.
JP16907993A 1993-07-08 1993-07-08 Measuring device for long members of structures Expired - Fee Related JP2731335B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16907993A JP2731335B2 (en) 1993-07-08 1993-07-08 Measuring device for long members of structures

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JP16907993A JP2731335B2 (en) 1993-07-08 1993-07-08 Measuring device for long members of structures

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JPH0727527A true JPH0727527A (en) 1995-01-27
JP2731335B2 JP2731335B2 (en) 1998-03-25

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2284100A (en) * 1993-11-12 1995-05-24 Caradon Mk Electric Ltd Electrical switch
WO1997012202A1 (en) * 1995-09-28 1997-04-03 Osaka Gas Information System Research Institute Co., Ltd. Structure measuring system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018105489A1 (en) * 2016-12-06 2018-06-14 日本電気硝子株式会社 Belt-like glass film quality inspection method and glass roll

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2284100A (en) * 1993-11-12 1995-05-24 Caradon Mk Electric Ltd Electrical switch
WO1997012202A1 (en) * 1995-09-28 1997-04-03 Osaka Gas Information System Research Institute Co., Ltd. Structure measuring system
US5983166A (en) * 1995-09-28 1999-11-09 Komatsu Ltd. Structure measurement system

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