JPS63238507A - Crack measurement method - Google Patents
Crack measurement methodInfo
- Publication number
- JPS63238507A JPS63238507A JP7174687A JP7174687A JPS63238507A JP S63238507 A JPS63238507 A JP S63238507A JP 7174687 A JP7174687 A JP 7174687A JP 7174687 A JP7174687 A JP 7174687A JP S63238507 A JPS63238507 A JP S63238507A
- Authority
- JP
- Japan
- Prior art keywords
- measured
- measuring
- concrete structure
- along
- wheels
- 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
Landscapes
- Length Measuring Devices With Unspecified Measuring Means (AREA)
- Investigating Materials By The Use Of Optical Means Adapted For Particular Applications (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明はコ/り1ノート構造物等のひび割れ測定方法に
係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for measuring cracks in a one-note structure.
(従来の技術)
従来、コンクリート構造物のひび割れ幅の測定に際して
は、クランクスケールと称する定規全あて、肉眼で読み
とることが行なわれている。(Prior Art) Conventionally, when measuring the width of a crack in a concrete structure, a ruler called a crank scale is used to read the crack width with the naked eye.
(発明が解決しようとする問題点)
前記従来の方法では能率が上がらず、精度も悪く、加え
て広い面積全調査するにはコストが嵩む。またひび割部
の幅は測定できても、深さまでは分らない。(Problems to be Solved by the Invention) The conventional method described above is not efficient and has poor accuracy, and in addition, it is expensive to survey the entire large area. Furthermore, although the width of the crack can be measured, the depth cannot be determined.
更に前記従来の方法の致命的な欠点は、測定者の主観に
より結果が左右される点にある。このため測定結果が客
観的なデータとして記録されないし、確かに測定を実施
したという証拠も残らない。Furthermore, a fatal drawback of the conventional method is that the results are influenced by the subjectivity of the measurer. For this reason, the measurement results are not recorded as objective data, and there is no evidence that the measurements were actually taken.
(問題点を解決するための手段〕
本発明はこのような実情に鑑みて提案されたひび割れ測
定方法に係シ、非接触変位計を装架し九走行台車を被測
定物体の被測定面に沿って移動させながら、前記非接触
変位計によって前記被測定面の凹凸を測定すると同時に
、前記台車の車輪の回転量を計測して前記被測定面に沿
う走行台車の移動距離全算出することによって、前記の
問題点を解決するものである。(Means for Solving the Problems) The present invention relates to a crack measuring method proposed in view of the above-mentioned circumstances. While moving along the measured surface, the unevenness of the surface to be measured is measured by the non-contact displacement meter, and at the same time, the amount of rotation of the wheels of the trolley is measured to calculate the total distance traveled by the traveling trolley along the surface to be measured. , which solves the above problems.
(作用)
本発明においては前記したように、非接触変位計を装架
した走行台車を被測定物体の被測定面に沿りて走行させ
、同走行台車の移動中に前記変位計によって前記被測定
面におけるひび割れ等で代表される凹凸を測定すると同
時に、前記走行台車の車輪の回転量を測定して、前記被
計測面に沿う走行台車の移動距離を算出し、前記両計測
データを併せることによって、前記被測定物体の被測定
面のひび割れ等で代表される凹凸を、非接触で、連続的
に計測するものである。(Function) As described above, in the present invention, a traveling cart equipped with a non-contact displacement meter is made to travel along the surface to be measured of an object to be measured, and while the traveling truck is moving, the displacement meter is used to measure the object. At the same time as measuring irregularities represented by cracks, etc. on the measurement surface, measuring the amount of rotation of the wheels of the traveling trolley, calculating the travel distance of the traveling trolley along the measured surface, and combining both measurement data. This method continuously measures irregularities such as cracks on the surface of the object to be measured in a non-contact manner.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
(1)は走行台車で非接触変位計(2)及び車輪(3)
の回転角検出用のロータリエンコーダ(4)が装架され
ている。(1) is a traveling trolley with a non-contact displacement meter (2) and wheels (3)
A rotary encoder (4) for detecting the rotation angle is mounted.
なお図示の実施例においては、非接触変位計として、細
くしぼシ込んだレーザービーム(5)ヲ被計測面に投射
し、同面から戻ってきた反射光から被計測面までの距離
を検出するように構成されたレーザー変位計が使用され
ている。In the illustrated embodiment, as a non-contact displacement meter, a narrow, narrow laser beam (5) is projected onto the surface to be measured, and the distance to the surface to be measured is detected from the reflected light returning from the same surface. A laser displacement meter configured as follows is used.
前記したように非接触変位計(2)全装架した走行台車
(11k、被σ1)]定物体となるコンクリート構造物
(6)の被測定表面に沿って移動させ、前記非接触変位
計(2)によってコンクリート構造物(6)の表面の凹
凸’t 61+1定すると同時に、ロータリエンコーダ
(4)によって走行台車(1)の車輪(3)の回転量を
計測して、コンクリート構造物(6)の表面に沿う走行
台車の移動距離を算出し、前記変位計(2J及びロータ
リエンコーダ(4)による各計測データをプロッターに
よって図化して、ひび割れ展開図(7)会得る。(第1
図参照)
第2図乃至第4図は本発明の方法の適用例全示し、第2
図に示すように被測定コンクリート構造物(6)が曲面
形状を有する場合、同構造物(6)の表面を前記変位計
を組込んだ走行台車(11で走査するだけで、ひび割れ
展開図(8)が得られる。As described above, the non-contact displacement meter (2) is moved along the surface to be measured of the concrete structure (6), which is a fixed object, and 2), the unevenness of the surface of the concrete structure (6) is determined by 61+1, and at the same time, the rotary encoder (4) measures the amount of rotation of the wheels (3) of the traveling trolley (1). The moving distance of the traveling trolley along the surface of
(See figure) Figures 2 to 4 show all application examples of the method of the present invention.
As shown in the figure, when the concrete structure to be measured (6) has a curved shape, the crack development diagram ( 8) is obtained.
前記の事柄よp明らかなように、本方法は走行台車(I
J上の非接触変位計(2;と被測定面との相対的な距離
を測定することで、同面の凹凸を求めるものであり、従
ってコンクリート構造物(6)の表面の凹凸が、走行台
車(11の車輪半径に比して著しく犬きい場合には、第
3図に示すようにコンクリート構造物(6)の表面にガ
イドレール(91t−敷設し、同レール(9)上を前記
走行台車(1)で走査する。As is clear from the foregoing, this method is applicable to the traveling trolley (I
By measuring the relative distance between the non-contact displacement meter (2) on J and the surface to be measured, the unevenness of the same surface is determined. If the radius of the wheels of the bogie (11) is significantly smaller than that of the bogie (11), a guide rail (91t) is laid on the surface of the concrete structure (6) as shown in Figure 3, and the vehicle runs on the same rail (9). Scan with trolley (1).
次にコンクリート構造物表面における単に1本のライン
上のひび割れの幅や深さを測定するだけでなく、検査面
全体に亘るひび割れの発生パターンを求めようとする場
合、第4図の点線0Qで示すように、対象とするコンク
リート構造物(6)の表面全平行に一定間隔をおいて走
査する。Next, if you want to find the crack occurrence pattern over the entire inspection surface, rather than just measuring the width and depth of a crack on a single line on the surface of a concrete structure, dotted line 0Q in Figure 4. As shown, the target concrete structure (6) is scanned at regular intervals in all directions parallel to the surface.
かくして得られたデータを第5図に示すような形でプロ
ッタ〜に出力し、更に第6図に示すようにひび割れ部分
0υだけを抽出する。The data thus obtained is outputted to a plotter in the form shown in FIG. 5, and only the cracked portion 0υ is extracted as shown in FIG.
かくしてひび割れの全体的なパターンが得られる。The overall pattern of cracks is thus obtained.
第7図は本方法に使用されるひび割れ測定装置全示し、
現場における計測に適合するように、全体的に小型化さ
れ、前記走行台車txtの出力はインターフェースαi
介してハンドベルトマイコン(131に取込まれ、プロ
ッター(14)に出力して図化される。Figure 7 shows the entire crack measuring device used in this method.
The overall size has been reduced to suit on-site measurements, and the output of the traveling trolley txt is connected to the interface αi.
The data is taken in by the hand belt microcomputer (131) and output to the plotter (14) to be plotted.
また前記計測データはフロッピーαQに保存することも
できる。Further, the measurement data can also be stored in a floppy αQ.
(発明の効果)
このように本発明によれば非接触変位計を装架した走行
台車を被カ1]定面に沿って移動させながら、前記変位
計によって同面上のひび割れによって代表される凹凸を
測定すると同時に、前記台車の車輪の回転量全計測して
、同台車の被測定面に沿う移動距離を測定し、前記測測
定データに基いて前記被測定面のひび割れで代表される
凹凸金、非接触で連続的に籾度よく測定しうるものであ
る。(Effects of the Invention) According to the present invention, while moving a traveling cart equipped with a non-contact displacement meter along a fixed surface, the displacement meter detects cracks on the same surface. At the same time as measuring the unevenness, the total amount of rotation of the wheels of the trolley is measured, and the moving distance of the trolley along the surface to be measured is measured, and based on the measurement data, cracks on the surface to be measured are represented. It is a textured metal that can be used to continuously and non-contact measure the graininess.
第1図は本発明に係るひび割れ測定方法の一実施例の実
施状況を示す説明図、第2図及び第3図は夫々本発明の
方法の他の実施例を示す説明図、第4図乃至第6図はひ
び割れ、aターンの抽出過程を示す説明図、第7図は本
発明の方法に使用されるひび割れ測定装置の斜面図であ
る。
(IJ・・・走行台車 (2)・・・非接触
変位計(3)・・・車輪(41・・・ロータリエンコー
ダ(6)・・・コンクリート構造物
第2図FIG. 1 is an explanatory diagram showing the implementation status of one embodiment of the crack measuring method according to the present invention, FIGS. 2 and 3 are explanatory diagrams showing other embodiments of the method of the present invention, and FIGS. FIG. 6 is an explanatory diagram showing the process of extracting cracks and A-turns, and FIG. 7 is a perspective view of the crack measuring device used in the method of the present invention. (IJ... Traveling bogie (2)... Non-contact displacement meter (3)... Wheels (41... Rotary encoder (6)... Concrete structure Figure 2
Claims (1)
面に沿って移動させながら、前記非接触変位計によって
前記被測定面の凹凸を測定すると同時に、前記台車の車
輪の回転量を計測して前記被測定面に沿う走行台車の移
動距離を算出し、同走行台車の移動径路に沿って前記被
測定面の凹凸を非接触で連続的に計測することを特徴と
するひび割れ測定方法。While moving a traveling trolley equipped with a non-contact displacement meter along the surface to be measured of the object to be measured, the unevenness of the surface to be measured is measured by the non-contact displacement meter, and at the same time, the amount of rotation of the wheels of the trolley is measured. A crack measuring method characterized by measuring and calculating the travel distance of a traveling trolley along the surface to be measured, and continuously measuring irregularities of the surface to be measured without contact along the travel path of the traveling trolley. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7174687A JPS63238507A (en) | 1987-03-27 | 1987-03-27 | Crack measurement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7174687A JPS63238507A (en) | 1987-03-27 | 1987-03-27 | Crack measurement method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63238507A true JPS63238507A (en) | 1988-10-04 |
Family
ID=13469398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7174687A Pending JPS63238507A (en) | 1987-03-27 | 1987-03-27 | Crack measurement method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63238507A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04169809A (en) * | 1990-11-02 | 1992-06-17 | Mitsutoyo Corp | Measuring apparatus |
| JP2019082379A (en) * | 2017-10-30 | 2019-05-30 | 公益財団法人鉄道総合技術研究所 | Cover thickness inspection device |
-
1987
- 1987-03-27 JP JP7174687A patent/JPS63238507A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04169809A (en) * | 1990-11-02 | 1992-06-17 | Mitsutoyo Corp | Measuring apparatus |
| JP2019082379A (en) * | 2017-10-30 | 2019-05-30 | 公益財団法人鉄道総合技術研究所 | Cover thickness inspection device |
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