JPH02118408A - Camber quantity detecting method for steel structure member - Google Patents
Camber quantity detecting method for steel structure memberInfo
- Publication number
- JPH02118408A JPH02118408A JP27237988A JP27237988A JPH02118408A JP H02118408 A JPH02118408 A JP H02118408A JP 27237988 A JP27237988 A JP 27237988A JP 27237988 A JP27237988 A JP 27237988A JP H02118408 A JPH02118408 A JP H02118408A
- Authority
- JP
- Japan
- Prior art keywords
- cross
- camber
- spots
- steel structure
- laser
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 238000000034 method Methods 0.000 title claims description 10
- 238000005259 measurement Methods 0.000 claims description 6
- 230000001678 irradiating effect Effects 0.000 abstract description 2
- 238000001514 detection method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 238000003384 imaging method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、−橋製品主桁、主構等のキャンバ−量検出に
好適な鋼構造物部材のキャンバ−量検出方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for detecting the amount of camber of a steel structure member, which is suitable for detecting the amount of camber of a main girder, main structure, etc. of a bridge product.
長大鋼橋部材の主桁、主構の仮組立終了後に各主桁、主
構のキャンバ−量を検出するにあたり、従来は、第3図
斜視図に示すように、ウェブ2とともに1桁を構成する
フランジ3の上に、作業員が決められた計測ポイント1
4に測量棒15を持って立ち止り、別の位置の計測ステ
ージ16から他の作業員がトランシット17を用い目視
にて計測し、フランジ3上の作業員が順次計測ポイント
14を移動して行き、各計測ポイント14間の計測値の
差によりキャンバ−量を検出している。In order to detect the camber amount of each main girder and main structure after the temporary assembly of the main girder and main structure of a long steel bridge member, conventionally, as shown in the perspective view of Fig. 3, one girder was constructed together with the web 2. On the flange 3 to be
4, the operator stops with the surveying rod 15, and another worker visually measures using the transit 17 from the measurement stage 16 at another position, and the worker on the flange 3 moves the measurement point 14 one after another. , the amount of camber is detected based on the difference in measured values between the measurement points 14.
しかしながら、このような検出方法では、目の位置等に
より誤差の起きる虞れがある。However, with such a detection method, there is a possibility that an error may occur depending on the position of the eyes and the like.
また仮組立部材上の作業員の足元にはスラブアンカー、
スタンドジベルが多数溶着されており、移動が困難のた
め転落の危険性が高い。In addition, slab anchors are placed at the feet of workers on the temporary assembly members.
Many stand dowels are welded together, making them difficult to move and creating a high risk of falling.
更に部材の製作段階ではキャンバ−量を計測しておらず
、仮組立後の段階で知るという不具合がある。Furthermore, there is a problem in that the amount of camber is not measured at the stage of manufacturing the parts, but is known at the stage after temporary assembly.
本発明は、このような事情に鑑みて提案されたもので、
非接触式にして正確に精度よくキャンバ−量を計測でき
、しかも長大部材でも容易確実かつ安全に計測できる鋼
構造物部材のキャンバ−量検出方法を提供することを目
的とする。The present invention was proposed in view of these circumstances, and
It is an object of the present invention to provide a method for detecting the amount of camber of a steel structure member, which can accurately and precisely measure the amount of camber in a non-contact manner, and can easily, reliably, and safely measure even long members.
そのために本発明は、鋼構造物部材の長手方向に沿い走
行可能な架台に罫引き装置付レーザー発振器とビームス
ポットのみ照射の一対のレーザー発振器及びビデオカメ
ラとを搭載し、上記罫引き装置付レーザー発振器からの
十字罫引き線をその十字交叉点がキャンバ−計測点に当
たり十字横線が部材縁に接するように上記部材の表面に
照射するとともに、上記一対のレーザー発振器からのビ
ームスポットを十字交叉点と十字縦線の部材縁交叉点と
に照射し、上記2個のビームスポットを上記ビデオカメ
ラで撮像してその両者間隔からキャンバ−量を計測する
ことを特徴とする。To this end, the present invention includes mounting a laser oscillator with a marking device, a pair of laser oscillators and a video camera that emit only the beam spot on a frame that can run along the longitudinal direction of a steel structure member, The cross-shaped line from the oscillator is irradiated onto the surface of the member so that the cross-crossing point is at the camber measurement point and the cross-cross line is in contact with the edge of the member, and the beam spot from the pair of laser oscillators is set at the cross-crossing point. The method is characterized in that the beam is irradiated to the intersection point of the member edge of the cross vertical line, the two beam spots are imaged by the video camera, and the amount of camber is measured from the distance between the two beam spots.
上述の構成により、非接触式にして正確に精度よくキャ
ンバ−量を計測でき、しかも長大部材でも容易確実かつ
安全に計測できる鋼構造物部材のキャンバ−量検出方法
を得ることができる。With the above-described configuration, it is possible to obtain a method for detecting the amount of camber of a steel structure member, which can accurately and precisely measure the amount of camber in a non-contact manner, and which can easily, reliably, and safely measure even a long member.
本発明鋼構造物部材のキャンバ−量検出方法の一実施例
を図面について説明すると、第1図は本発明方法の実施
態様を示す平面図、第2図は同上の正面図である。An embodiment of the method for detecting the amount of camber of a steel structure member according to the present invention will be described with reference to the drawings. FIG. 1 is a plan view showing an embodiment of the method of the present invention, and FIG. 2 is a front view of the same.
上図において、鋼構造物部材lはウェブ2と上下フラン
ジ3とから構成されており、この鋼構造物部材1の長手
方向に沿い両側に敷設したレール4に架台5を走行自在
に載置し、同架台5には、十字罫引き線を画く罫引き装
置付レーザー発振器6と、レーザースポットのみを照射
する2個のレーザー発振器7.7と、ビデオカメラ8と
が搭載されている。またビデオカメラ8には画像処理装
置9及びモニターTVIOが直列に接続されている。In the above figure, a steel structure member 1 is composed of a web 2 and upper and lower flanges 3, and a frame 5 is mounted on rails 4 laid on both sides along the longitudinal direction of this steel structure member 1 so as to be freely movable. , the pedestal 5 is equipped with a laser oscillator 6 with a marking device that draws cross-shaped lines, two laser oscillators 7 and 7 that emit only laser spots, and a video camera 8. Further, an image processing device 9 and a monitor TVIO are connected in series to the video camera 8.
このような装置構成において、罫引き装置付レーザー発
振器6から十字罫引き線11を、十字交叉点がウェブ2
の中心に当たるとともに十字横線がフランジ3の両端縁
に接するように照射し、更にレーザー発振器7.7から
上記十字交叉点と、十字縦線とフランジ3溶接面との交
点にそれぞれビームスポット12゜12を照射し、この
2個のビームスポット12.12をビデオカメラ8で捕
らえ、それを画像処理装置9にて明暗を二値化して画像
処理を行ったうえ、モニターTVIOにより上記ビーム
スポット12.12の影像点間の距離を計測し、キャン
バ−量13を検出把握する。In such a device configuration, a cross-shaped line 11 is drawn from the laser oscillator 6 with a line-drawing device, and the point of intersection is located on the web 2.
The laser oscillator 7.7 emits a beam spot of 12°12 at the cross point and the intersection of the vertical cross and the welding surface of the flange 3, respectively. The two beam spots 12.12 are captured by the video camera 8, and the image processing device 9 binarizes the brightness and darkness to perform image processing. The distance between the image points is measured, and the camber amount 13 is detected and grasped.
かくしてこの方法によれば、架台5に搭載した罫引き装
置付レーザー発振a6と2個のレーザー発振器7.7か
らウェブ2に向けてレーザーを照射し、十字罫引き線1
1を照らし出す2個のビームスポットをビデオカメラ8
で捕えるだけで、キャンバ−量13を検出でき、従って
鋼構造物部材1に接触することなく、そのキャンバ−量
13を精度よく検出把握することができる。また十字罫
引き線11の長さを変え、又は架台5をレール4に沿い
適宜走行させることにより、長大部材でもそのキャンバ
−量を工場内において容易確実かつ安全に計測すること
ができる。Thus, according to this method, lasers are irradiated toward the web 2 from the laser oscillator a6 with a scoring device mounted on the pedestal 5 and the two laser oscillators 7.
The video camera 8 captures the two beam spots that illuminate the
The camber amount 13 can be detected simply by capturing the steel structure member 1. Therefore, the camber amount 13 can be detected and grasped with high accuracy without coming into contact with the steel structure member 1. Furthermore, by changing the length of the cross-ruled line 11 or by moving the mount 5 along the rail 4 as appropriate, the camber amount of even a long member can be easily, reliably and safely measured in a factory.
要するに本発明によれば、鋼構造物部材の長手方向に沿
い走行可能な架台に罫引き装置付レーザー発振器とビー
ムスポットのみ照射の一対のレーザー発振器及びビデオ
カメラとを搭載し、上記罫引き装置付レーザー発振器か
らの十字罫引き線をその十字交叉点がキャ4゜
ンバー計測点に当たり十字横線が部材縁に接するように
上記部材の表面に照射するとともに、上記一対のレーザ
ー発振器からのビームスポットを十字交叉点と十字縦線
の部材縁受叉点とに照射し、上記2個のビームスポット
を上記ビデオカメラで撮像してその両者間隔からキャン
バ−量を計測することにより、非接触式にして正確に精
度よくキャンバ−量を計測でき、しかも長大部材でも容
易確実かつ安全に計測できる鋼構造物部材のキャンバ−
量検出方法を得るから、本発明は産業上極めて有益なも
のである。In short, according to the present invention, a laser oscillator with a marking device and a pair of laser oscillators and a video camera that emit only a beam spot are mounted on a frame that can run along the longitudinal direction of a steel structure member, The cross-shaped line from the laser oscillator is irradiated onto the surface of the above-mentioned member so that the cross-crossing point is at the camber measurement point and the cross-shaped horizontal line is in contact with the edge of the member, and the beam spots from the pair of laser oscillators are set at the cross-shaped line. By irradiating the intersection point and the member edge intersection point of the cross vertical line, imaging the two beam spots with the video camera, and measuring the amount of camber from the distance between the two beam spots, it is possible to measure the camber accurately in a non-contact manner. The camber of steel structure members can be measured accurately and accurately, and can be measured easily, reliably, and safely even for long members.
The present invention is industrially extremely useful because it provides a method for detecting amounts.
第1図は本発明鋼構造物部材のキャンバ−量検出方法の
一実施例における実施態様を示す平面図、第2図は同上
の正面図である。
第3図は従来のキャンバ−量検出方法を示す斜視図であ
る。
1・・・鋼構造物部材、2・・・ウェブ、3・・・フラ
ンジ、4・・・レール、5・・・架台、6・・・罫引き
装置付レーザー発振器、
8・・・ビデオカメラ、9
・・・モニターTV、11
・・・ビームスポット、1FIG. 1 is a plan view showing an embodiment of the camber amount detection method for a steel structure member according to the present invention, and FIG. 2 is a front view of the same. FIG. 3 is a perspective view showing a conventional camber amount detection method. DESCRIPTION OF SYMBOLS 1... Steel structure member, 2... Web, 3... Flange, 4... Rail, 5... Frame, 6... Laser oscillator with marking device, 8... Video camera , 9...Monitor TV, 11...Beam spot, 1
Claims (1)
装置付レーザー発振器とビームスポットのみ照射の一対
のレーザー発振器及びビデオカメラとを搭載し、上記罫
引き装置付レーザー発振器からの十字罫引き線をその十
字交叉点がキャンバー計測点に当たり十字横線が部材縁
に接するように上記部材の表面に照射するとともに、上
記一対のレーザー発振器からのビームスポットを十字交
叉点と十字縦線の部材縁交叉点とに照射し、上記2個の
ビームスポットを上記ビデオカメラで撮像してその両者
間隔からキャンバー量を計測することを特徴とする鋼構
造物部材のキャンバー量検出方法。A laser oscillator with a marking device, a pair of laser oscillators that emit only the beam spot, and a video camera are mounted on a frame that can run along the longitudinal direction of the steel structure member, and cross markings can be drawn from the laser oscillator with a marking device. The beam spot from the pair of laser oscillators is irradiated onto the surface of the member so that the cross-crossing point is at the camber measurement point and the cross-cross horizontal line is in contact with the member edge, and the beam spot from the pair of laser oscillators is applied to the cross-crossing point and the member edge intersection of the cross-vertical line. A method for detecting the amount of camber in a steel structure member, characterized in that the two beam spots are imaged by the video camera and the amount of camber is measured from the distance between the two beam spots.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27237988A JPH02118408A (en) | 1988-10-28 | 1988-10-28 | Camber quantity detecting method for steel structure member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27237988A JPH02118408A (en) | 1988-10-28 | 1988-10-28 | Camber quantity detecting method for steel structure member |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02118408A true JPH02118408A (en) | 1990-05-02 |
Family
ID=17513067
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27237988A Pending JPH02118408A (en) | 1988-10-28 | 1988-10-28 | Camber quantity detecting method for steel structure member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02118408A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5814808A (en) * | 1995-08-28 | 1998-09-29 | Matsushita Electric Works, Ltd. | Optical displacement measuring system using a triangulation including a processing of position signals in a time sharing manner |
KR100381099B1 (en) * | 1998-12-18 | 2003-07-16 | ||
KR100381098B1 (en) * | 1998-12-18 | 2003-07-16 | 재단법인 포항산업과학연구원 | Slabs Camber Measurement System Using Color Image |
-
1988
- 1988-10-28 JP JP27237988A patent/JPH02118408A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5814808A (en) * | 1995-08-28 | 1998-09-29 | Matsushita Electric Works, Ltd. | Optical displacement measuring system using a triangulation including a processing of position signals in a time sharing manner |
KR100381099B1 (en) * | 1998-12-18 | 2003-07-16 | ||
KR100381098B1 (en) * | 1998-12-18 | 2003-07-16 | 재단법인 포항산업과학연구원 | Slabs Camber Measurement System Using Color Image |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3373831B2 (en) | Test specimen elongation measuring method and apparatus | |
JP4857369B2 (en) | Turnout inspection device | |
US4498776A (en) | Electro-optical method and apparatus for measuring the fit of adjacent surfaces | |
JP2012527611A (en) | Flatbed scan module, flatbed scan system, jig for measuring alignment error of flatbed scan module, and method of measuring alignment error of flatbed scan module using the same | |
JPH02118408A (en) | Camber quantity detecting method for steel structure member | |
JP3673741B2 (en) | Long object moving displacement measuring method and apparatus for carrying out this method | |
DE3444723C2 (en) | ||
JP3222202U (en) | Crane rail inspection system | |
JP3852076B2 (en) | Rail advance measuring device and measuring method | |
KR102534613B1 (en) | Measurement device and method of rail acoustic roughness using the laser scanning | |
NL8204517A (en) | METHOD AND APPARATUS FOR AUTOMATICALLY CHECKING AND PLACING BICYCLE BELTS ON THEIR SIDE UNDER THE CORRECT ANGLE. | |
DE3679616D1 (en) | METHOD FOR DETECTING THE POSITION AND GEOMETRY OF WORKPIECE SURFACES. | |
JP3534926B2 (en) | Sleeper surveying device | |
JP3331341B2 (en) | Dimension measuring device for section of steel section | |
KR980700149A (en) | Optical Inspection Device for On-Line Inspection of Weld or Soldered Seams | |
JP2980509B2 (en) | Straightness measuring device | |
WO1997012199A1 (en) | Method of measuring sizes of mold and mold-associated components | |
JPH10206131A (en) | Three dimensional geometry measuring device | |
JP2011191161A (en) | Weld zone undercut inspection device | |
JP2932418B2 (en) | Work position measurement method | |
JP2001221620A (en) | Optical scanning method for structural surface | |
JPS63177011A (en) | Method for measuring squareness of flange of h-shaped material | |
JP2506730Y2 (en) | Distance between press dies | |
JP2001038467A (en) | Method and device for checking welding quality | |
JPH10185521A (en) | Displacement measuring instrument |