JPS63195508A - Strain measuring instrument - Google Patents
Strain measuring instrumentInfo
- Publication number
- JPS63195508A JPS63195508A JP2753987A JP2753987A JPS63195508A JP S63195508 A JPS63195508 A JP S63195508A JP 2753987 A JP2753987 A JP 2753987A JP 2753987 A JP2753987 A JP 2753987A JP S63195508 A JPS63195508 A JP S63195508A
- Authority
- JP
- Japan
- Prior art keywords
- laser beam
- strain
- optical path
- displaced
- 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
Links
- 230000003287 optical effect Effects 0.000 claims abstract description 18
- 238000003384 imaging method Methods 0.000 claims description 3
- 238000005259 measurement Methods 0.000 abstract description 17
- 238000006073 displacement reaction Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000001678 irradiating effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Abstract
Description
【発明の詳細な説明】 [発明の目的] (産業上の利用分野) 本発明は、ひずみ測定装置に関する。[Detailed description of the invention] [Purpose of the invention] (Industrial application field) The present invention relates to a strain measuring device.
(従来の技術)
一般に、ひずみの測定は、測定基準位置と不動の位置に
配置されたダイアルゲージの測定針を測定対象物に当接
させたり、測定対象物から垂下された水系を測定基準位
置で測定することによって行われている。(Prior art) In general, strain is measured by bringing the measurement needle of a dial gauge, which is placed at an immovable position relative to the measurement reference position, into contact with the object to be measured, or by moving a water system suspended from the object to the measurement reference position. This is done by measuring.
(発明が解決しようとする問題点)
しかしながらたとえば橋床版、構造物等のひずみを測定
しようとした場合には、ダイアルゲージを測定基準位置
と不動の位置に配置するための支柱が必要とされ、しか
も測定の正確を期すためにはこの支柱は非常に大掛りな
ものになるという欠点を有する。また、水系を用いた場
合には、野外では使用できないという欠点を有する。(Problem to be solved by the invention) However, when trying to measure strain in bridge decks, structures, etc., for example, a support is required to place the dial gauge at a measurement reference position and an immovable position. However, in order to ensure accurate measurements, this support has the disadvantage of being extremely large. Furthermore, when a water-based system is used, it has the disadvantage that it cannot be used outdoors.
本発明はこのような事情に対処してなされたもので、い
ずれの場所においても容易にかつ正確にひずみの測定が
行えるひずみ測定装置を提供することを目的としている
。The present invention was made in response to these circumstances, and an object of the present invention is to provide a strain measuring device that can easily and accurately measure strain at any location.
[発明の構成]
(問題点を解決するための手段とその作用)すなわち本
発明のひずみ測定装置は、基準点に配置されるレーザビ
ーム発光手段と、このレーザビーム発光手段から発光さ
れるレーザビームの光路に沿ってこの光路と傾斜させて
測定対象物に複数配置されたハーフミラ−と、各ハーフ
ミラーから反射される前記レーザビームの光路に配置さ
れた固体撮像手段とを備えていることにより、いずれの
場所においても容易にかつ正確にひずみの測定が行われ
る。[Structure of the Invention] (Means for Solving the Problems and Their Effects) That is, the strain measuring device of the present invention includes a laser beam emitting means disposed at a reference point, and a laser beam emitted from the laser beam emitting means. By comprising a plurality of half mirrors disposed on the object to be measured so as to be inclined with respect to the optical path along the optical path, and a solid-state imaging means disposed in the optical path of the laser beam reflected from each half mirror, Strain measurements can be easily and accurately performed at any location.
(実施例)
以下、本発明の実施例の詳細を図面に基づいて説明する
。(Example) Hereinafter, details of an example of the present invention will be described based on the drawings.
第1図は橋床版のひずみ測定および振動解析に本発明を
適用した一実施例を示す図である。FIG. 1 is a diagram showing an embodiment in which the present invention is applied to strain measurement and vibration analysis of a bridge deck.
同図において、符号1は橋上駅2・・・によって支えら
れている橋床版を示している。In the figure, reference numeral 1 indicates the bridge deck supported by the bridge station 2...
そして、僑下駄2の所定の位置の測定基準点にレーザビ
ーム発振器3を配置するとともに、このレーザビーム発
振器3から発光されるレーザビームの光路4に沿ってこ
の光路4とたとえば45゜傾斜させて測定対象物である
橋床版1にハーフミラ−5を複数配置し、さらに各ハー
フミラ−5・・・から反射されるレーザビームの光路6
にそれぞれ2次元のCCDカメラ7を配置する。Then, a laser beam oscillator 3 is placed at a measurement reference point at a predetermined position of the geta 2, and the laser beam oscillator 3 is placed along the optical path 4 of the laser beam emitted from the laser beam oscillator 3 at an angle of, for example, 45 degrees with respect to the optical path 4. A plurality of half mirrors 5 are arranged on the bridge deck 1 which is the object to be measured, and an optical path 6 of the laser beam reflected from each half mirror 5 is further set.
A two-dimensional CCD camera 7 is placed at each of the two.
しかして、この橋床版1にひずみが生じ、たとえば第2
図に示すように、橋床版1の位置が図中実線から図中破
線の位置に変位したとすると、各位置に配置されたハー
フミラ−5およびCCDカメラ7の位置も図中実線から
図中破線の位置に変位する。一方、レーザビームの光路
4は不動であるため、ハーフミラ−5から反射されるレ
ーザビームの光路6のCCDカメラ7に照射される位置
は、第3図に示す(イ)の位置から(ロ)に示す位置に
変位する。しかるに、CCDカメラ7によってレーザビ
ームの光路6の変位を検出しそのデータを解析すること
によりそのひずみ量が測定される。また、各位置におけ
る変位を時系列的に測定し、これによって得られたデー
タから常法によって振動解析を行うことができる。As a result, distortion occurs in this bridge deck 1, and for example, the second
As shown in the figure, if the position of the bridge deck 1 is displaced from the solid line in the figure to the position indicated by the broken line in the figure, the positions of the half mirror 5 and the CCD camera 7 placed at each position will also be changed from the solid line in the figure to the position indicated by the broken line in the figure. Displaced to the position indicated by the dashed line. On the other hand, since the optical path 4 of the laser beam is stationary, the position of the optical path 6 of the laser beam reflected from the half mirror 5 where the CCD camera 7 is irradiated varies from the position (a) to the position (b) shown in FIG. Displaced to the position shown in . However, the amount of distortion is measured by detecting the displacement of the optical path 6 of the laser beam with the CCD camera 7 and analyzing the data. In addition, the displacement at each position can be measured in time series, and vibration analysis can be performed using the data obtained by conventional methods.
なお、上述した例は橋床版1が上下に変位したものを示
すものであったが、たとえばこの橋床版1が左右に変位
する場合であっても同様に測定することができる。この
場合、ハーフミラ−5から反射されるレーザビームの光
路6のCCDカメラ7に照射される位置は、第3図に示
す(ハ)〜(ニ)方向に変位する。In addition, although the example mentioned above showed what the bridge deck slab 1 displaced up and down, for example, even when this bridge deck slab 1 is displaced from side to side, it can measure similarly. In this case, the position of the optical path 6 of the laser beam reflected from the half mirror 5 where the CCD camera 7 is irradiated is displaced in the directions (C) to (D) shown in FIG.
また、1組の2次元CCDカメラ7を測定対象物である
橋上駅2の所定の位置に配置し、レーザビーム発振器3
を測定基準点である地上に配置し、このレーザビーム発
振器3から発光されるレーザビームをCCDカメラ7に
照射することによって橋上駅2のひずみの測定が行える
。なお、この値を時系列的に測定していくことによって
上述の橋床版1の振動解析における測定基準点を地上と
する補正が行える。In addition, a set of two-dimensional CCD cameras 7 are placed at predetermined positions of Hashigami Station 2, which is the object to be measured, and a laser beam oscillator 3
is placed on the ground as a measurement reference point, and by irradiating the CCD camera 7 with a laser beam emitted from the laser beam oscillator 3, the strain at Hashigami Station 2 can be measured. In addition, by measuring this value in time series, correction can be made to set the measurement reference point in the above-mentioned vibration analysis of the bridge deck 1 to the ground.
次に、本発明を適用した他の実施例について説明する。Next, another embodiment to which the present invention is applied will be described.
第4図は加力載荷システムにおけるひずみ測定に本発明
を適用したものを示すもので、図中符号8は構造物であ
って、この構造物8は加力載荷システム9によってひず
みが加えられるようになっている。そして、地上の所定
の位置の測定基準点にレーザビーム発振器3を配置する
とともに、複数のハーフミラ−5および2次元のCCD
カメラ7を上述した実施例と同様に測定対象物である構
造物8に配置することによって上述した実施例と同様に
そのひずみを測定することができる。FIG. 4 shows the application of the present invention to strain measurement in a force loading system, and the reference numeral 8 in the figure is a structure to which strain is applied by the force loading system 9. It has become. Then, a laser beam oscillator 3 is arranged at a measurement reference point at a predetermined position on the ground, and a plurality of half mirrors 5 and a two-dimensional CCD
By arranging the camera 7 on the structure 8 that is the object to be measured in the same manner as in the above-mentioned embodiment, the strain can be measured in the same manner as in the above-mentioned embodiment.
第5図は地震予知のための水平、垂直ポーリング孔内の
ひずみ測定に本発明を適用したものを示すもので、この
場合においても図中符号10で示すポーリングの孔内の
所定の測定基準点にレーザビーム発振器3を配置すると
ともに、複数のハーフミラ−5および2次元のCCDカ
メラ7を測定対象物であるポーリング10の孔内の所定
の位置に配置することによって上述した実施例と同様に
そのひずみを測定することができる。Figure 5 shows the application of the present invention to strain measurement in horizontal and vertical poling holes for earthquake prediction. By arranging a laser beam oscillator 3 in the hole, and arranging a plurality of half mirrors 5 and a two-dimensional CCD camera 7 at predetermined positions in the hole of the polling 10, which is the object to be measured, this can be achieved in the same manner as in the above embodiment. Strain can be measured.
第6図はレッカー車のレッカーの金属疲労によるひずみ
測定に本発明を適用したものを示すもので、この場合に
おいても図中符号11で示すレッカーの基部の測定基準
点にレーザビーム発振器3を配置するとともに、複数の
ハーフミラ−5および2次元のCCDカメラ7を測定対
象物であるレッカー11の所定の位置に配置することに
よって上述した実施例と同様にそのひずみを測定するこ
とができる。FIG. 6 shows the application of the present invention to the measurement of strain caused by metal fatigue in a tow truck. In this case as well, the laser beam oscillator 3 is placed at the measurement reference point at the base of the tow truck, indicated by reference numeral 11 in the figure. In addition, by arranging a plurality of half mirrors 5 and a two-dimensional CCD camera 7 at predetermined positions of the tow truck 11, which is the object to be measured, the strain can be measured in the same manner as in the embodiment described above.
[発明の効果]
以上説明したように本発明のひずみ測定装置によれば、
測定対象物にハーフミラ−と固体撮像手段を配置し、基
準点にレーザビーム発振器を配置するだけで、いずれの
場所においても容易にかつ正確にひずみの測定が行われ
る。[Effects of the Invention] As explained above, according to the strain measuring device of the present invention,
Strain can be easily and accurately measured at any location by simply arranging a half mirror and a solid-state imaging means on the object to be measured and a laser beam oscillator at a reference point.
第1図ないし第3図は本発明の一実施例の説明図、第4
図ないし第6図は本発明の他の実施例の説明図である。
3・・・・・・・・・レーザビーム発振器5・・・・・
・・・・ハーフミラ−
7・・・・・・・・・CCDカメラ
出願人 原田電子工業株式会社出願人
須 山 清 記
代理人 弁理士 須 山 佐 −
第3図1 to 3 are explanatory diagrams of one embodiment of the present invention, and FIG.
6 through 6 are explanatory diagrams of other embodiments of the present invention. 3... Laser beam oscillator 5...
... Half mirror 7 ... CCD camera applicant Harada Electronics Co., Ltd. applicant
Kiyoshi Suyama Agent Patent Attorney Suyama Sa - Figure 3
Claims (1)
のレーザビーム発光手段から発光されるレーザビームの
光路に沿ってこの光路と傾斜させて測定対象物に複数配
置されたハーフミラーと、各ハーフミラーから反射され
る前記レーザビームの光路に配置された固体撮像手段と
を備えていることを特徴とするひずみ測定装置。(1) A laser beam emitting means disposed at a reference point, a plurality of half mirrors disposed on the object to be measured along the optical path of the laser beam emitted from the laser beam emitting means, and being inclined with respect to this optical path; A strain measuring device comprising: solid-state imaging means disposed in the optical path of the laser beam reflected from the half mirror.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2753987A JPH06100450B2 (en) | 1987-02-09 | 1987-02-09 | Strain measuring device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2753987A JPH06100450B2 (en) | 1987-02-09 | 1987-02-09 | Strain measuring device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63195508A true JPS63195508A (en) | 1988-08-12 |
JPH06100450B2 JPH06100450B2 (en) | 1994-12-12 |
Family
ID=12223893
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2753987A Expired - Fee Related JPH06100450B2 (en) | 1987-02-09 | 1987-02-09 | Strain measuring device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06100450B2 (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030080162A (en) * | 2002-04-06 | 2003-10-11 | 김희식 | Realtime Structure Displacement Measuring Instrument using CCD sensor |
KR100437259B1 (en) * | 2002-01-19 | 2004-06-23 | 한국표준과학연구원 | A Vibration Measuring Device Of A Large Structure And Measuring Method Thereof |
JP2006258613A (en) * | 2005-03-17 | 2006-09-28 | National Institute Of Occupation Safety & Health Japan | Displacement measurement and displacement detection system utilizing laser light and optical sensor |
KR101250007B1 (en) * | 2011-02-15 | 2013-04-03 | 서봉민 | Apparatus for detecting level and method for detecting level |
CN103196384A (en) * | 2013-03-26 | 2013-07-10 | 辽宁工程技术大学 | Prism device used for deformation monitoring of dangerous slopes |
CN103822580A (en) * | 2014-02-12 | 2014-05-28 | 上海交通大学 | Multi-point real-time measurement system and method of deformation and attitude of overlong frame |
KR101497939B1 (en) * | 2013-12-20 | 2015-03-03 | 삼성중공업(주) | Apparatus and method for calculating straightness of structure |
JP2016164556A (en) * | 2015-02-27 | 2016-09-08 | 計測技研株式会社 | Deformed state measurement device and deformed state measurement method |
CN116659454A (en) * | 2022-07-12 | 2023-08-29 | 深圳钧雷光电技术有限公司 | Laser measurement system and control method thereof |
-
1987
- 1987-02-09 JP JP2753987A patent/JPH06100450B2/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100437259B1 (en) * | 2002-01-19 | 2004-06-23 | 한국표준과학연구원 | A Vibration Measuring Device Of A Large Structure And Measuring Method Thereof |
KR20030080162A (en) * | 2002-04-06 | 2003-10-11 | 김희식 | Realtime Structure Displacement Measuring Instrument using CCD sensor |
JP2006258613A (en) * | 2005-03-17 | 2006-09-28 | National Institute Of Occupation Safety & Health Japan | Displacement measurement and displacement detection system utilizing laser light and optical sensor |
KR101250007B1 (en) * | 2011-02-15 | 2013-04-03 | 서봉민 | Apparatus for detecting level and method for detecting level |
CN103196384A (en) * | 2013-03-26 | 2013-07-10 | 辽宁工程技术大学 | Prism device used for deformation monitoring of dangerous slopes |
CN103196384B (en) * | 2013-03-26 | 2016-12-28 | 辽宁工程技术大学 | A kind of prism apparatus for dangerous slopes deformation monitoring |
KR101497939B1 (en) * | 2013-12-20 | 2015-03-03 | 삼성중공업(주) | Apparatus and method for calculating straightness of structure |
CN103822580A (en) * | 2014-02-12 | 2014-05-28 | 上海交通大学 | Multi-point real-time measurement system and method of deformation and attitude of overlong frame |
JP2016164556A (en) * | 2015-02-27 | 2016-09-08 | 計測技研株式会社 | Deformed state measurement device and deformed state measurement method |
CN116659454A (en) * | 2022-07-12 | 2023-08-29 | 深圳钧雷光电技术有限公司 | Laser measurement system and control method thereof |
Also Published As
Publication number | Publication date |
---|---|
JPH06100450B2 (en) | 1994-12-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US7075661B2 (en) | Apparatus and method for obtaining three-dimensional positional data from a two-dimensional captured image | |
US6011255A (en) | Laser scanning method and system | |
JPS63195508A (en) | Strain measuring instrument | |
US4207002A (en) | Apparatus for detecting an output image of an optical correlation | |
US9733177B2 (en) | Method and system for optical evaluation, and optical detector | |
JP6199737B2 (en) | Displacement measuring device | |
JP4049349B2 (en) | Double-sided shape and thickness unevenness measuring device | |
JPH1089957A (en) | Three-dimensional measuring method for structure member | |
JPH05322562A (en) | Electronic level and level rod therefor | |
JP3596561B2 (en) | X-ray stress measuring method and apparatus | |
JP2986025B2 (en) | Board inspection method | |
JP2000321016A (en) | Laser beam displacement measuring apparatus for vibration test | |
JPH03135704A (en) | Strain inspecting method for plate type body | |
JPS63302304A (en) | Sensor integrated with signal processing system for determining position from 1-d to 3-d | |
JP2019109069A (en) | Displacement measurement method, displacement measurement device, and displacement observation method | |
JPS63169542A (en) | Inspecting method for surface abnormality of concrete structure | |
JP2577110B2 (en) | Street accuracy measuring device and street accuracy measuring method at construction site | |
JP4188558B2 (en) | Laser scanning method and system | |
JPH04315005A (en) | Laser displacement meter | |
JP2001255230A (en) | Evaluation method for image-formation position deviation of lens array | |
JPH11337335A (en) | Position measuring system for structure under construction | |
JPS63196806A (en) | Inclination measuring device | |
JPH02161302A (en) | Shape measuring instrument | |
JPH1163918A (en) | Light spot position measuring equipment | |
JPH07122566B2 (en) | Optical displacement measuring device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |