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JP2731335B2 - Measuring device for long members of structures - Google Patents
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JP2731335B2 - Measuring device for long members of structures - Google Patents

Measuring device for long members of structures

Info

Publication number
JP2731335B2
JP2731335B2 JP16907993A JP16907993A JP2731335B2 JP 2731335 B2 JP2731335 B2 JP 2731335B2 JP 16907993 A JP16907993 A JP 16907993A JP 16907993 A JP16907993 A JP 16907993A JP 2731335 B2 JP2731335 B2 JP 2731335B2
Authority
JP
Japan
Prior art keywords
measuring
long member
support
measured
moving
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.)
Expired - Fee Related
Application number
JP16907993A
Other languages
Japanese (ja)
Other versions
JPH0727527A (en
Inventor
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)

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 an apparatus for measuring the three-dimensional shape and scale of structural members such as steel bridges, steel towers, steel frames, steel pipe structures, concrete bridges, etc. in a short time with high accuracy. It is.

【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 In order to perform a detailed shape inspection of a structure having a large number of measurement points, three-dimensional measurement is required. Conventionally, a steel tape measure, a contact type measuring machine, a camera, a goniometer, and the like have been used for such measurement. Of these measuring machines, the steel tape measure is easy to handle, but three-dimensional measurement cannot be performed if the structure of the structure becomes complicated. In addition, the contact-type measuring machine can measure with high accuracy, but when the object to be measured is 20 to 30 m, it becomes a large-scale device, which necessitates a large capital investment. Further, in the measurement by a camera, multiple points can be measured at the same time, but since image analysis must be performed based on a film, post-processing is troublesome. In addition, although a machine for measuring with high accuracy by a goniometer has recently been developed, since it is necessary to collimate one point at a time, a large amount of measurement time is required. For the above reasons, up to 20
There was no effective means for efficiently measuring structures with a large number of measuring points on a 30m scale.

【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。
FIGS. 5A and 5B are perspective views of a long member of a steel bridge. The measurement points were the bolt holes 28 on the left and right field joints,
The bolt holes 29 in the connection portion and the mark positions 30 are shown. Heretofore, there has been no machine capable of measuring many of these measurements with high accuracy and efficiently.

【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 using a conventional measuring machine, high precision, short time, small number of people, low The four conditions of cost cannot be satisfied simultaneously. For this reason, the conventional method has a problem that there is no effective means for incorporating it into a measurement field as a 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、本発明の構造物の長尺部材の計測装置は、複数の固
体撮像素子カメラを有し、被測定物の形状を写真測量方
式により三次元計測するための形状測定手段と、この形
状測定手段を経て構造物の長尺部材を直線移動させる搬
送手段と、この搬送手段による前記長尺部材の移動量を
測定する移動量測定手段と、前記移動方向に対する前記
長尺部材の移動に伴う真直度の誤差を測定する真直度測
定手段とを有し、前記長尺部材を前記搬送手段により前
記形状測定手段を経て直線移動させながら、該長尺部材
の多数の測点の3次元座標値を測定し、その3次元座標
値を前記移動量測定手段で測定した移動量および前記真
直度測定手段で測定した真直度の誤差に基づいて補正し
て、その補正された3次元座標値に基づいて前記長尺部
材の全体の形状を三次元計測するよう構成したことを特
徴とするものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, an apparatus for measuring a long member of a structure according to the present invention has a plurality of solid-state imaging device cameras, and measures the shape of an object to be measured by photogrammetry. Shape measuring means for three-dimensional measurement by means of: a conveying means for linearly moving a long member of a structure via the shape measuring means; and a moving amount measuring means for measuring a moving amount of the long member by the conveying means. And, having straightness measuring means for measuring an error of straightness due to the movement of the long member with respect to the moving direction, while linearly moving the long member through the shape measuring means by the transport means, The three-dimensional coordinate values of a large number of measuring points of the long member are measured, and the three-dimensional coordinate values are determined based on the movement amount measured by the movement amount measuring means and the straightness error measured by the straightness measuring means. Amend and that amend Based on the three-dimensional coordinate values it is characterized in that it has adapted to measure the entire shape the three-dimensional of the long member.

【0006】この発明の一実施形態においては、前記搬
送手段は、2台の台車と、これら2台の台車に支承手段
を介して掛け渡した運搬架台と、この運搬架台上に設け
た前記長尺部材を載置するための2個の支持台とを有
し、前記支承手段は、一方の台車上に設けた1個のピボ
ット支承と、他方の台車上に設けた1個のピボット支承
および1個の吊り構造支承とを有する3点支持の静定構
造をもって構成し、前記2個の支持台は、その一方が前
記一方の台車の支承直上に位置し、他方が前記他方の台
車の2つの支承直上に位置するようにそれぞれ設ける。
[0006] In one embodiment of the present invention, the transfer means includes two carriages, a carriage mounted on the two carriages through support means, and the carriage provided on the carriage. And two support bases for mounting the scale member, wherein the support means includes one pivot support provided on one carriage, one pivot support provided on the other carriage, and A three-point supporting statically fixed structure having one suspension structure support, one of the two support bases is located directly above the support of the one bogie, and the other is two of the other bogies. It is provided so that it is located on the two bearings.

【0007】さらに、この発明の一実施形態において
は、前記移動量測定手段は、前記運搬架台にその移動方
向に延在して設けた定規と、その定規を読み取るように
固定的に配置した固体撮像素子カメラとを有して構成す
る。
Further, in one embodiment of the present invention, the moving amount measuring means includes a ruler provided on the carrier base so as to extend in the moving direction, and a solid body fixedly arranged to read the ruler. An imaging device camera is provided.

【0008】[0008]

【作用】上述のように本発明によれば、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 present invention, a large number of measuring points within the field of view of the solid-state imaging device camera can be measured immediately. Further, in the present invention, taking the example of a steel bridge, a measuring device can be incorporated into a production line so as to be directly connected to processes before and after such as welding and painting. Furthermore, in the present invention, the number of solid-state imaging device cameras is kept to the minimum necessary, so that the measurement field needs to be a small area, and the size of the measurement device is not large.

【0009】また、長尺部材を運搬架台を用いて搬送す
ることにより、面外方向の剛性やねじり剛性が弱い長尺
部材でも、その移動による不所望な変位を有効に低減で
き、また、運搬架台を3点支持の静定構造をもつ支承手
段を介して2つの台車に支承することにより、直線移動
に伴う台車の不所望な変位や回転によるピッチング、ロ
ーリング、ヨーイング等の不要な力が運搬架台に伝達さ
れるのを有効に防止でき、さらに、支承直上に支持台を
設けて長尺部材を支持することにより、長尺部材の重量
によって運搬架台に不要な曲げモーメントが作用するの
を有効に防止できる。また、移動量測定手段を上記のよ
うに構成することにより、その構成を簡単にできる。な
お、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。
[0009] Further, by transporting the long member by using the carriage, it is possible to effectively reduce the undesired displacement due to the movement of the long member having a low rigidity in the out-of-plane direction and a low torsional rigidity. By supporting the gantry to two trolleys via the bearing means having a statically fixed structure with three points of support, unnecessary forces such as pitching, rolling, and yawing due to undesired displacement and rotation of the trolley due to linear movement are carried. It is possible to effectively prevent transmission to the gantry, and furthermore, by providing a support base directly above the support and supporting the long member, it is effective that unnecessary bending moment acts on the transport gantry due to the weight of the long member Can be prevented. Further, by configuring the movement amount measuring means as described above, the configuration can be simplified. The transport gantry is also a tool for advancing the original structure to be measured to the next step, and is also a part of the measuring device.

【0010】[0010]

【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 examples. However, the exemplification is merely for explanation, and does not mean limitation or limitation of the inventive idea.

【0011】図1は、この発明に係る計測装置における
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X軸方向5に直線移動させた場合、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のカメラ座標系は、
移動前の点Pを計測したカメラ座標系o1-x111
が、被測定物の移動とともにX軸方向5に平行移動する
と考えると、両者は全く同じ座標系となる。したがっ
て、移動後の点Pのカメラ座標系による座標値、すなわ
ち固体撮像素子カメラ3を用いて写真測量方式により計
測される計測値は、(x1p, y1p, z1p)で表すことが
できる。
FIG. 1 is a plan view for explaining the principle of measurement in the measuring apparatus according to the present invention. In the figure,
When two or more solid-state imaging device cameras 3 are installed and the measurement range 4 is limited by the photogrammetry method, and the object to be measured is linearly moved in the X-axis direction 5 so as to enter the measurement range, the measurement before the movement is performed. It is assumed that the object 1 and the measured object 2 after the movement are obtained as shown in the figure. In this case, the camera coordinate system of the point P after the movement is
Camera coordinate system o 1 -x 1 y 1 z 1 that measured point P before movement
However, assuming that the object moves in the X-axis direction 5 in parallel with the movement of the object, both have the same coordinate system. Therefore, the coordinate value of the moved point P in the camera coordinate system, that is, the measured value measured by the photogrammetry method using the solid-state imaging device camera 3 can be represented by (x 1p , y 1p , z 1p ). .

【0012】しかし、移動後の点Pのカメラ座標値(x
1p, y1p, z1p)は、移動前の状態からX軸方向にLだ
け移動している。また、被測定物は、その移動に伴って
移動方向に対する真直度の誤差、すなわち移動前のカメ
ラ座標系o1-x111 と同じO−XYZの計測大座
標系におけるY軸およびZ軸方向の変位ΔYおよびΔ
Z、移動後のカメラ座標系におけるx1 軸、y1 軸およ
びz1 軸回りの回転角Δα、ΔβおよびΔγがある。し
たがって、これらの直線移動量(L)および真直度の誤
差を測定し、それらの測定値に基づいて下記の(1)式
により移動後の点Pのカメラ座標値(x1p, y1p,
1p)を補正すれば、計測大座標系における移動後の点
Pの座標値(XP ,YP ,ZP )を求めることができ
る。
However, the camera coordinate value (x
1p , y1p , z1p ) have moved by L in the X-axis direction from the state before the movement. In addition, the object to be measured has an error in straightness with respect to the moving direction due to the movement, that is, the Y axis and the Y axis in the O-XYZ measurement large coordinate system same as the camera coordinate system o 1 -x 1 y 1 z 1 before the movement. Displacement ΔY and Δ in Z-axis direction
Z, there are rotation angles Δα, Δβ, and Δγ around the x 1 axis, the y 1 axis, and the z 1 axis in the camera coordinate system after the movement. Therefore, these linear movement amounts (L) and errors in straightness are measured, and based on the measured values, the camera coordinate values (x 1p , y 1p , y 1p ,
By correcting z 1p ), the coordinate value (X P , Y P , Z P ) of the moved point P in the measurement large coordinate system can be obtained.

【数1】 以上のように、本発明では、長尺部材を直線移動させな
がら、多数の測点の3次元座標値を測定し、その3次元
座標値を、長尺部材の移動量および移動に伴う移動方向
に対する真直度の誤差に基づいて補正して、その補正さ
れた3次元座標値に基づい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 present invention, the three-dimensional coordinate values of a large number of measurement points are measured while the long member is linearly moved, and the three-dimensional coordinate values are determined by the amount of movement of the long member and the moving direction accompanying the movement. Is corrected based on the straightness error with respect to, and the entire shape is three-dimensionally measured based on the corrected three-dimensional coordinate values.

【0013】図2は、本発明の一実施例を示すものであ
る。この実施例では、被測定物6である構造物の長尺部
材の両側を同時に三次元測定するため4台の固体撮像素
子カメラ3(上記(1)式のx1p, y1p, z1pの計測)
をA〜Dの位置に設置し、これら固体撮像素子カメラ3
による測定範囲4を経て被測定物6を運搬架台14に載
置して直線移動させる。また、被測定物6の移動量(上
記(1)式のLの計測)を測定するため、運搬架台14
にその移動方向に延在して定規7を設けると共に、その
定規7を読み取るように、運搬架台14の搬送通路の近
傍に固体撮像素子カメラ8を固定的に配置する。さら
に、被測定物6の移動方向に対する直線移動に伴う真直
度の誤差、すなわち変位および角度を計測する変位測定
機9(上記(1)式のΔY,ΔZ,Δβ,Δγの計測)
と傾斜角計11(上記(1)式のΔαの計測)とを設け
る。これらの計測装置は2台のコンピュータ15で制御
する。なお、変位測定機9は、例えば、高田孝次、小櫻
義隆、真柄憲治、鳥居邦夫:「長距離直線運動における
運動誤差の測定」、昭和63年度精密工学会春期大会学
術講演会論文集、pp.987〜988(1988)に
記載されているレーザビームを基準とした変位測定機を
用いる。
FIG. 2 shows an embodiment of the present invention. In this embodiment, four solid-state imaging device cameras 3 (x 1p , y 1p , and z 1p of the above formula (1)) are used to simultaneously perform three-dimensional measurement on both sides of the long member of the structure that is the object 6 to be measured. measurement)
Are installed at positions A to D, and the solid-state imaging device camera 3
The object to be measured 6 is placed on the transport gantry 14 through the measurement range 4 by the above-mentioned and linearly moved. In order to measure the amount of movement of the object 6 (measurement of L in the above formula (1)),
A ruler 7 is provided so as to extend in the moving direction, and the solid-state imaging device camera 8 is fixedly arranged near the transport path of the transport gantry 14 so as to read the ruler 7. Further, a displacement measuring machine 9 for measuring an error in straightness due to a linear movement of the object 6 in the moving direction, that is, a displacement and an angle (measurement of ΔY, ΔZ, Δβ, Δγ in the above formula (1))
And an inclinometer 11 (measurement of Δα in equation (1)). These measuring devices are controlled by two computers 15. Note that the displacement measuring machine 9 is described in, for example, Koji Takada, Yoshitaka Kosakura, Kenji Makara, Kunio Torii: "Measurement of Motion Error in Long-Distance Linear Motion", Proc. 987 to 988 (1988) using a displacement measuring machine based on a laser beam.

【0014】このようにして、被測定物6を運搬架台1
4と一体に、測定範囲4を経て直線移動させながら、該
被測定物6の多数の測点の3次元座標値を測定し、その
3次元座標値を、定規7および固体撮像素子カメラ8を
用いて測定した移動量と、変位測定機9および傾斜角計
11で測定した真直度の誤差とに基づいて補正して、そ
の補正された3次元座標値に基づいて被測定物6の全体
の形状を三次元計測する。
In this manner, the object 6 is transported to the transport gantry 1.
While measuring the three-dimensional coordinate values of a large number of measurement points of the DUT 6 while moving linearly through the measurement range 4 together with the measurement range 4, the three-dimensional coordinate values are measured by the ruler 7 and the solid-state imaging device camera 8. The correction is performed based on the movement amount measured by using the displacement measurement device and the straightness error measured by the displacement measuring device 9 and the inclinometer 11, and based on the corrected three-dimensional coordinate value, the entirety of the DUT 6 is corrected. Measures the shape three-dimensionally.

【0015】図3は、運搬架台14を有する被測定物6
の搬送手段の構成を説明するための図である。運搬架台
14は、2台の台車13に支承手段を介して掛け渡して
設ける。支承手段は、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とを設けた3点支持の静定構造をもって構成す
る。また、運搬架台14上には、図面左の台車13に設
けたピボット支承17の支承直上の位置と、図面右側の
台車13上に設けたピボット支承17および吊り構造支
承18の支承直上の位置にそれぞれ支持台19を設け
て、これら支持台19上に被測定物6を載置するように
する。
FIG. 3 shows the DUT 6 having the transport stand 14.
FIG. 4 is a diagram for explaining a configuration of a transfer unit of FIG. The transport gantry 14 is provided so as to extend over the two trolleys 13 via support means. As shown in FIGS. 3 (a) to 3 (d),
A pivot support 17 is provided at the center of the bogie 13 on the left side of the drawing, and a pivotal support 17 and a suspension structure support 18 are provided on the bogie 13 on the right side of the drawing to form a three-point support statically fixed structure. Further, on the carriage 14, a position immediately above the pivot support 17 provided on the bogie 13 on the left side of the drawing and a position directly above the pivot support 17 and the suspension structure support 18 provided on the bogie 13 on the right side of the drawing. Each of the supports 19 is provided, and the DUT 6 is placed on these supports 19.

【0016】図4は、上記の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。この吊り構造支承は、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。また、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1
3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 above bearing. FIG. 4A is a side view of the suspension structure support. This suspension structure support has a structure in which a bracket 22 connected to a transport gantry 14 is suspended from a beam 21 by a steel bar 23. Pivots 24 are installed above and below the steel bars 23, respectively. In addition, pivot bearing 17
Is attached to the bracket 22 as shown in FIG. Note that this pivot bearing 17 is another bogie 1
3 (see FIGS. 3A and 3C).

【0017】このように、運搬架台14を2つのピボッ
ト支承と、1つの吊り構造支承との3点支持の静定構造
で支承するようにすれば、レール12に高低差や曲がり
により、台車13が直線移動に伴って不所望に変位した
り、回転しても、それによるピッチング、ローリング、
ヨーイング等の不要な力が運搬架台14に伝達されるの
を有効に防止することができる。
As described above, if the transport gantry 14 is supported by a three-point statically-fixed structure of two pivot supports and one suspension structure support, the rail 13 has a height difference and a bend, so that the carriage 13 Is undesirably displaced or rotated with linear movement, but pitching, rolling,
Unnecessary force, such as yawing, can be effectively prevented from being transmitted to the carriage 14.

【0018】[0018]

【発明の効果】上述のように本発明によれば、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 present invention, a large number of measuring points within the field of view of the solid-state imaging device camera can be measured immediately. Further, in the present invention, taking the example of a steel bridge, a measuring device can be incorporated into a production line so as to be directly connected to processes before and after such as welding and painting. Furthermore, in the present invention, the number of solid-state imaging device cameras is kept to the minimum necessary, so that the measurement field needs to be a small area, and the size of the measurement device is not large. Therefore, according to the present invention, in the measurement of a structure having a large number of measuring points having a length of 20 to 30 m, the four conditions of high accuracy, short time, small number of people, and low cost can be simultaneously satisfied. There is an effect that the present measuring device can be easily incorporated into a production line.

【図面の簡単な説明】[Brief description of the 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 a 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。
2A is a plan view for explaining a measuring device of the present invention, FIG. 2B is a plan view thereof, and FIG. 2C is a front view thereof.

【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. 3A is a plan view for explaining a transport gantry of the present invention, FIG. 3B is a side view thereof, and FIG. 3C is a sectional view taken along line AA of FIG. FIG. 4D is a cross-sectional view taken along 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 carrier according to the present invention, and FIG. 4 (b) is a cross-sectional view taken along the line CC.

【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
Reference Signs List 1 object to be measured before moving 2 object to be moved 3 solid-state image sensor camera (CCD camera) 4 solid-state image sensor camera measuring range 5 direction of movement of member 6 object to be measured (member) 7 ruler 8 movement distance measurement 9 Solid-state image sensor camera (CCD camera) 9 Displacement measuring machine 10 Laser beam 11 Inclinometer 12 Rail 13 Dolly 14 Carrier 15 Computer 16 Cable 17 Pivot support 18 Suspension structure support 19 Support for object to be measured 20 Support 21 Beam Reference Signs List 22 Bracket 23 Steel bar 24 Pivot 25 Hex nut 26 Wheel 27 I-shaped section member 28 Bolt hole of field joint part 29 Bolt hole of connection part 30 Grade position 31 Box-shaped section member

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 複数の固体撮像素子カメラを有し、被測
定物の形状を写真測量方式により三次元計測するための
形状測定手段と、 この形状測定手段を経て構造物の長尺部材を直線移動さ
せる搬送手段と、 この搬送手段による前記長尺部材の移動量を測定する移
動量測定手段と、 前記移動方向に対する前記長尺部材の移動に伴う真直度
の誤差を測定する真直度測定手段とを有し、 前記長尺部材を前記搬送手段により前記形状測定手段を
経て直線移動させながら、該長尺部材の多数の測点の3
次元座標値を測定し、その3次元座標値を前記移動量測
定手段で測定した移動量および前記真直度測定手段で測
定した真直度の誤差に基づいて補正して、その補正され
た3次元座標値に基づいて前記長尺部材の全体の形状を
三次元計測するよう構成したことを特徴とする構造物の
長尺部材の計測装置。
1. A shape measuring means having a plurality of solid-state imaging device cameras for three-dimensionally measuring the shape of an object to be measured by a photogrammetry method, and a long member of a structure is straightened through the shape measuring means. Moving means for moving, moving amount measuring means for measuring a moving amount of the long member by the conveying means, straightness measuring means for measuring an error of straightness accompanying movement of the long member in the moving direction; While moving the elongate member linearly through the shape measuring means by the transporting means, while measuring three points of a number of measuring points of the elongate member.
A three-dimensional coordinate value is measured, and the three-dimensional coordinate value is corrected based on the error of the straightness measured by the straightness measuring unit and the movement amount measured by the straightness measuring unit. An apparatus for measuring a long member of a structure, wherein the whole shape of the long member is three-dimensionally measured based on the value.
【請求項2】 請求項1記載の構造物の長尺部材の計測
装置において、 前記搬送手段は、2台の台車と、これら2台の台車に支
承手段を介して掛け渡した運搬架台と、この運搬架台上
に設けた前記長尺部材を載置するための2個の支持台と
を有し、 前記支承手段は、一方の台車上に設けた1個のピボット
支承と、他方の台車上に設けた1個のピボット支承およ
び1個の吊り構造支承とを有する3点支持の静定構造を
もって構成し、 前記2個の支持台は、その一方が前記一方の台車の支承
直上に位置し、他方が前記他方の台車の2つの支承直上
に位置するようにそれぞれ設けたことを特徴とする構造
物の長尺部材の計測装置。
2. The measuring device for measuring a long member of a structure according to claim 1, wherein the transporting means includes: two carriages; and a transport gantry bridged between the two carriages via support means; It has two support bases for mounting the elongate member provided on the transport gantry, and the support means includes one pivot support provided on one of the trolleys, and one pivot support on the other trolley. And a three-point supporting statically fixed structure having one pivot support and one suspension structure support provided on the vehicle, one of the two support bases being located directly above the support of the one bogie. A measuring device for measuring a long member of a structure, wherein the measuring device is provided so that the other is positioned directly above two bearings of the other truck.
【請求項3】 請求項1または2記載の構造物の長尺部
材の計測装置において、 前記移動量測定手段は、前記運搬架台にその移動方向に
延在して設けた定規と、その定規を読み取るように固定
的に配置した固体撮像素子カメラとを有することを特徴
とする構造物の長尺部材の計測装置。
3. The measuring device for measuring a long member of a structure according to claim 1, wherein the moving amount measuring means includes a ruler provided on the carrier base so as to extend in a moving direction thereof, An apparatus for measuring a long member of a structure, comprising: a solid-state imaging device camera fixedly arranged to read.
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

Applications Claiming Priority (1)

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

Publications (2)

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

Family

ID=15879941

Family Applications (1)

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

Country Status (1)

Country Link
JP (1) JP2731335B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI759369B (en) * 2016-12-06 2022-04-01 日商日本電氣硝子股份有限公司 Quality inspection method of strip glass film, and glass roll

Families Citing this family (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
JP3079186B2 (en) * 1995-09-28 2000-08-21 株式会社小松製作所 Structure measurement system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI759369B (en) * 2016-12-06 2022-04-01 日商日本電氣硝子股份有限公司 Quality inspection method of strip glass film, and glass roll

Also Published As

Publication number Publication date
JPH0727527A (en) 1995-01-27

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