JPH06126450A - UO steel pipe weld detection method and apparatus - Google Patents
UO steel pipe weld detection method and apparatusInfo
- Publication number
- JPH06126450A JPH06126450A JP27966692A JP27966692A JPH06126450A JP H06126450 A JPH06126450 A JP H06126450A JP 27966692 A JP27966692 A JP 27966692A JP 27966692 A JP27966692 A JP 27966692A JP H06126450 A JPH06126450 A JP H06126450A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- welded portion
- wall thickness
- value
- circumferential direction
- 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.)
- Withdrawn
Links
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
Abstract
(57)【要約】
【目的】 溶接部検出の精度向上および検出対象物の範
囲拡大。
【構成】 1対のレーザー式変位計を相対向させてUO
鋼管の外面と内面に配置し、UO鋼管を円周方向に回転
させながら変位計の検出距離値を用いて鋼管の肉厚を算
出しし、算出肉厚が最大のとき、溶接部が変位計の位置
にあると判定する。
(57) [Summary] [Purpose] Improving the accuracy of weld detection and expanding the range of objects to be detected. [Structure] UO with a pair of laser displacement meters facing each other
The UO steel pipe is placed on the outer and inner surfaces of the steel pipe, and the wall thickness of the steel pipe is calculated using the displacement distance value of the displacement gauge while rotating the UO steel pipe in the circumferential direction. The position is determined to be.
Description
【0001】[0001]
【産業上の利用分野】本発明は、UO鋼管の円周方向に
おける溶接部分を検出する溶接部検出方法および装置に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welded portion detecting method and apparatus for detecting a welded portion in the circumferential direction of a UO steel pipe.
【0002】[0002]
【従来の技術】鋼管の溶接部検出を行う従来技術として
は、例えば特開昭57-206592号公報に開示された方法が
ある。この技術は、溶接鋼管の外周に近接して設けた1
対の超音波送受波器で鋼管の肉厚を検出し、各々の肉厚
測定信号の差を検出して得られた電圧値により判定する
ことにより、溶接部を検出しそれを所定位置に停止させ
る、溶接部位置制御方法である。2. Description of the Related Art As a conventional technique for detecting a welded portion of a steel pipe, there is a method disclosed in, for example, Japanese Patent Laid-Open No. 57-206592. This technology is provided near the outer circumference of the welded steel pipe.
By detecting the wall thickness of the steel pipe with a pair of ultrasonic transducers and detecting the difference between the wall thickness measurement signals to determine the voltage value, the welded part is detected and stopped at a predetermined position. This is a welding part position control method.
【0003】[0003]
【発明が解決しようとする課題】ところで、UO鋼管の
横断面は図3に示したようになっている。1はUO鋼
管、9aはその母材部、9bは溶接部で、電縫溶接鋼管
とは異なり、外面の溶接部にも盛り上がり部がある。従
って、上述の従来技術をUO鋼管に適用することを考え
てみると、次のような問題点があり、溶接部を正確に検
出できない。すなわち第1点として、この従来技術で
は、超音波を伝播させるためにノズルと鋼管外面との間
に水の層流柱を形成する必要があり、盛り上がり部のあ
る鋼管外面の溶接部において、UO鋼管をターニングさ
せながらこの層流柱を正確に形成することが難しい。第
2点としては、超音波が層流柱の水からUO鋼管外面に
入射する際に、外面溶接部の盛り上がりのために入射角
が大きく変動して肉厚を正確に測定できない。By the way, the cross section of the UO steel pipe is as shown in FIG. 1 is a UO steel pipe, 9a is a base material thereof, and 9b is a welded portion. Unlike the electric resistance welded steel pipe, the welded portion on the outer surface also has a raised portion. Therefore, considering the application of the above-mentioned conventional technique to a UO steel pipe, there are the following problems and the welded portion cannot be accurately detected. That is, as a first point, in this conventional technique, it is necessary to form a laminar flow column of water between the nozzle and the outer surface of the steel pipe in order to propagate ultrasonic waves, and in the welded portion of the outer surface of the steel pipe having a raised portion, UO It is difficult to accurately form this laminar flow column while turning the steel pipe. Secondly, when ultrasonic waves are incident on the outer surface of the UO steel pipe from the water of the laminar flow column, the incident angle changes greatly due to the bulge of the outer surface welded portion, and the wall thickness cannot be accurately measured.
【0004】本発明は、UO鋼管の円周方向における溶
接部分の位置を正確に検出することを目的とする。An object of the present invention is to accurately detect the position of a welded portion in the circumferential direction of a UO steel pipe.
【0005】[0005]
【課題を解決するための手段】本発明方法では、UO鋼
管を円周方向に回転させながら、UO鋼管の外面と内面
に対向させて配置したレーザ式変位計での検出距離値を
用いて鋼管の肉厚を計測し、母材部と溶接部との肉厚の
差によって円周方向における溶接部を検出する。本発明
装置は、UO鋼管を円周方向に回転させるためのターニ
ングロール、鋼管の肉厚を計測するために上記ターニン
グロールによって横向きに支持された鋼管の下端部に配
置した対向させた一対のレーザ式変位計、および溶接部
分の判定を行うための計算機を備える。According to the method of the present invention, while rotating a UO steel pipe in the circumferential direction, the steel pipe is detected by using a detection distance value of a laser type displacement meter arranged so as to face the outer surface and the inner surface of the UO steel pipe. Is measured, and the welded portion in the circumferential direction is detected by the difference in wall thickness between the base material portion and the welded portion. The device of the present invention comprises a turning roll for rotating a UO steel pipe in a circumferential direction, a pair of opposed lasers arranged at the lower end of a steel pipe laterally supported by the turning roll for measuring the wall thickness of the steel pipe. It is equipped with a displacement meter and a computer for determining the welded part.
【0006】[0006]
【作用】本発明では、測定距離範囲の比較的大きなレー
ザ式変位計を用いるので、UO鋼管の管壁の内,外面に
対する変位計設定可能範囲が大幅に拡大する。したがっ
て適用対象が広くなる。また、鋼管の内,外面に一対の
レーザ式変位計を対向させて配置するので、両変位計間
の距離より各変位計の検出距離を差し引いたものが鋼管
肉厚(検出値)であり、鋼管が回転中に振動しても、振
動によって一方の変位計の検出距離は短くなりその分他
方の変位計の検出距離が長くなるので、鋼管肉厚検出値
は変化しない。すなわち振動による検出誤差を実質上生
じない。In the present invention, since the laser displacement gauge having a relatively large measurement distance range is used, the displacement gauge settable range for the inner and outer surfaces of the UO steel pipe wall is greatly expanded. Therefore, the scope of application is broadened. Further, since a pair of laser type displacement gauges are arranged to face each other on the inside and outside of the steel pipe, the steel pipe wall thickness (detection value) is obtained by subtracting the detection distance of each displacement gauge from the distance between both displacement gauges. Even if the steel pipe vibrates during rotation, the detection distance of one displacement gauge becomes shorter and the detection distance of the other displacement gauge becomes longer due to the vibration, so the steel pipe wall thickness detection value does not change. That is, there is substantially no detection error due to vibration.
【0007】[0007]
【実施例】図1に、本願発明の一実施態様を示し、図2
には図1に示すデジタル計算機7の溶接部検出処理の内
容を示す。まず、図1において、1はUO鋼管、2はU
O鋼管を円周方向に回転させるためのターニングロール
である。3は鋼管1の溶接部を検出するための変位計で
あり、振動等があっても確実に溶接部分を検出できるよ
うに、相対向する一対の変位計3を用いて、鋼管1の管
壁各部の、管内側距離(管内変位計の測定距離)および
管外側距離(管外変位計の測定距離)を測定して肉厚を
算出する。変位計3としては、検出範囲を長くできるレ
ーザ変位計を用いる。FIG. 1 shows an embodiment of the present invention, and FIG.
The contents of the welding portion detection processing of the digital computer 7 shown in FIG. 1 are shown in FIG. First, in FIG. 1, 1 is UO steel pipe, 2 is U
A turning roll for rotating the O steel pipe in the circumferential direction. Reference numeral 3 is a displacement gauge for detecting the welded portion of the steel pipe 1, and a pair of displacement gauges 3 facing each other is used to reliably detect the welded portion even if vibration or the like occurs. The wall thickness is calculated by measuring the pipe inner distance (measurement distance of the pipe displacement meter) and the pipe outer distance (measurement distance of the pipe displacement meter) of each part. As the displacement meter 3, a laser displacement meter that can extend the detection range is used.
【0008】4は、変位計3を鋼管1の内外面に設置す
るための支持架台である。また、これらは、ターニング
ロール2によって横向きに支持された鋼管1の最下端部
を一対の変位計3が検出するように設置し、これら一対
のレーザ式変位計3の相対位置(変位計間距離)は、振
動等によって変化しないように支持する。Reference numeral 4 denotes a support base for installing the displacement gauge 3 on the inner and outer surfaces of the steel pipe 1. In addition, these are installed so that the pair of displacement gauges 3 detect the lowermost end portion of the steel pipe 1 laterally supported by the turning rolls 2, and the relative position of the pair of laser type displacement gauges 3 (distance between displacement gauges). ) Is supported so that it does not change due to vibration or the like.
【0009】5は、鋼管1の搬入,搬出の際に変位計3
および支持架台4を退避させるための機構である。Numeral 5 is a displacement meter 3 when the steel pipe 1 is loaded or unloaded.
And a mechanism for retracting the support base 4.
【0010】6は、一対の変位計3それぞれの距離検出
信号をアナログ/デジタル変換する装置であり、7は鋼
管1の肉厚の演算および溶接部分の判定等を行うための
デジタル計算機である。Reference numeral 6 is an apparatus for analog / digital converting the distance detection signals of the pair of displacement gauges 3, and reference numeral 7 is a digital computer for calculating the wall thickness of the steel pipe 1 and determining the welded portion.
【0011】8は、デジタル計算機7が出力する溶接部
検出信号を出力する装置であり、図示しないターニング
ロール回転装置に溶接部検出信号を出力する。タ−ニン
グロ−ル回転装置は、タ−ニングロ−ル2の回転同期パ
ルス(ロ−ル2の所定小角度の回転につき1パルス発生
する電気パルス)をカウントし、溶接部検出信号に応答
してカウント値を初期化(設定値に再セット;設定値を
0とするときは初期化はカウンタクリアで行なう)し、
この初期化があった後、カウント値が設定値になったと
きに、タ−ニングロ−ル2の回転を停止する。このとき
のカウント値が、変位計3と鋼管1の中心を結ぶ基準線
(垂直線)に対する、溶接部の位置(回転角度)とな
る。なお、タ−ニングロ−ル2の回転を停止するカウン
ト値(設定値)を0とすると、溶接部が変位計3の位置
にあるときにデジタル計算機7が溶接部検出信号を発生
し、これに連動してタ−ニングロ−ル2の回転が停止す
ることになり、溶接部が変位計3の位置に到達したとき
に、鋼管1の回転が止まる。タ−ニングロ−ル2の回転
を停止するカウント値(設定値)を、鋼管1の180度
の回転の間の前記回転同期パルスのカウント値相当に設
定すると、溶接部が垂直方向で最も高い位置に達したと
きに、タ−ニングロ−ル2の回転が停止する。すなわち
鋼管1の回転が停止する。Reference numeral 8 is a device for outputting a welding portion detection signal output from the digital computer 7, and outputs the welding portion detection signal to a turning roll rotating device (not shown). The turning roll rotation device counts the rotation synchronizing pulse of the turning roll 2 (an electric pulse generated for one rotation of the roll 2 at a predetermined small angle), and responds to the welding portion detection signal. Initialize the count value (reset to the set value; when the set value is 0, initialize it by clearing the counter),
After this initialization, when the count value reaches the set value, the rotation of the turning roll 2 is stopped. The count value at this time is the position (rotation angle) of the welded portion with respect to the reference line (vertical line) connecting the displacement gauge 3 and the center of the steel pipe 1. When the count value (setting value) for stopping the rotation of the turning roll 2 is set to 0, the digital computer 7 generates a welding portion detection signal when the welding portion is at the position of the displacement meter 3, and The rotation of the turning roll 2 is stopped in conjunction therewith, and when the weld reaches the position of the displacement gauge 3, the rotation of the steel pipe 1 is stopped. When the count value (setting value) for stopping the rotation of the turning roll 2 is set to be equivalent to the count value of the rotation synchronizing pulse during the 180-degree rotation of the steel pipe 1, the welded portion is at the highest position in the vertical direction. When it reaches, the rotation of the turning roll 2 is stopped. That is, the rotation of the steel pipe 1 is stopped.
【0012】図2を参照して、デジタル計算機7の溶接
部検出処理の内容を説明する。オペレ−タ,ホストコン
ピュ−タ,前述のターニングロール回転装置等、外部か
ら検出指示が与えられると計算機7は、検出厚の最大値
を格納するためのレジスタtmaxを初期化する。すなわ
ちレジスタtmaxの内容を0とする。なお、検出指示が
与えられる直前までに、鋼管1はタ−ニングロ−ル2に
載置され、ロ−ル2が実質上定速度で回転駆動され、支
持架台4が退避機構5を介して鋼管2の管壁を挟むよう
に管内方に駆動されている。計算機7は前記初期化を行
なうと、所定周期で変位計3の距離検出信号を読込む。
この読込みは変換装置6を介して行なう。そして、一回
の読込み毎に、鋼管1の肉厚値tの算出,算出値が最大
値であるかの判定(t−tmax<α?)、および、この
判定のための処理を行なう。With reference to FIG. 2, the contents of the welded portion detection processing of the digital computer 7 will be described. When a detection instruction is given from the outside such as an operator, a host computer, the above-mentioned turning roll rotating device, etc., the computer 7 initializes a register tmax for storing the maximum value of the detected thickness. That is, the content of the register tmax is set to 0. By the time immediately before the detection instruction is given, the steel pipe 1 is placed on the turning roll 2, the roll 2 is rotationally driven at a substantially constant speed, and the support frame 4 is moved through the retracting mechanism 5 to the steel pipe. It is driven inward of the pipe so as to sandwich the pipe wall of No. 2. After the initialization, the computer 7 reads the distance detection signal of the displacement meter 3 at a predetermined cycle.
This reading is performed via the conversion device 6. Then, for each reading, the wall thickness value t of the steel pipe 1 is calculated, the judgment whether the calculated value is the maximum value (t−tmax <α?), And the processing for this judgment are performed.
【0013】デジタル計算機7は、鋼管1の肉厚値t
は、一対の変位計3間の相対距離より、各変位計が計測
した鋼管内,外面の距離を減算して得る。そして最新に
得た肉厚の値tnより、それまでに測定した肉厚tn-1,
tn-2,・・・t1の最大値(レジスタtmaxの内容)を
減算し、これにより得た値が、適切に設定したしきい値
α(負値)を越えて下回ったとき(算出肉厚が、上昇か
ら下降に転じたとき)に、溶接部分の頂点が実質上変位
計3の位置にあると判定し、溶接部検出信号を出力し、
現在ロ−ラ2上にある鋼管1の溶接部検出を終了する
(図2中の「検出完了」)。The digital computer 7 has a wall thickness value t of the steel pipe 1.
Is obtained by subtracting the distance between the inside and outside of the steel pipe measured by each displacement gauge from the relative distance between the pair of displacement gauges 3. And than the thickness of the value t n obtained up-to-date, the wall thickness t n-1, which was measured up to that point,
When the maximum value of t n-2 , ... t 1 (content of register tmax) is subtracted, and the value obtained by this is below an appropriately set threshold value α (negative value) (calculation: When the wall thickness changes from rising to lowering), it is determined that the apex of the welded portion is substantially at the position of the displacement meter 3, and a welded portion detection signal is output,
The detection of the welded portion of the steel pipe 1 currently on the roller 2 is completed (“detection completed” in FIG. 2).
【0014】前記減算により得た値がしきい値α以上で
あると、最新に得た肉厚値tがレジスタtmax(これま
での最大値)の内容より大きいかチェックして、大きい
と該最新に得た肉厚値tをレジスタtmaxに更新書込み
する。これにより溶接部を検出するまでは、レジスタt
maxの内容が、検出最大値に更新される。If the value obtained by the subtraction is greater than or equal to the threshold value α, it is checked whether the latest wall thickness value t is larger than the content of the register tmax (the maximum value so far). The wall thickness value t obtained in step 1 is updated and written in the register tmax. Until the weld is detected by this, the register t
The content of max is updated to the detected maximum value.
【0015】次に具体的に説明する。ターニングロール
2によって、直径約450〜1500mmのUO鋼管1を、円周
方向に周速約10mpmで回転させながら、管端部から約30c
mの位置に配置した一対の変位計3を用いて検出した距
離値をもとに、鋼管1の肉厚6〜40mmを円周方向に沿っ
て検出ピッチ約3mmにて複数点測定する。最新に算出し
た肉厚の値tは、それ以前に距離計測し算出した肉厚の
最大値によって減算し、差の値が負でありかつ適切に設
定したしきい値1mmを越えて下回る場合には、溶接部分
を通過したと判断する。また一方、同様に演算した差の
値が、正または零、あるいは負であっても上記しきい値
を越えない場合には、溶接部でないと判断するととも
に、今回検出した肉厚値をそれ以前に検出した肉厚の最
大値と比較して上回っているならば肉厚の最大値をその
値で更新する。これらによって、鋼管1の溶接部分が母
材部分と比較して、内外面併せて例えば2mm以上の肉盛
りがある場合に溶接部分の位置を確実に検出した。Next, a detailed description will be given. While rotating the UO steel pipe 1 having a diameter of about 450 to 1500 mm at a peripheral speed of about 10 mpm by the turning roll 2, about 30 c from the end of the pipe.
Based on the distance value detected by using the pair of displacement gauges 3 arranged at the position of m, a thickness of 6 to 40 mm of the steel pipe 1 is measured at a plurality of points along the circumferential direction at a detection pitch of about 3 mm. The latest calculated wall thickness value t is subtracted by the maximum wall thickness calculated by distance measurement before that, and when the difference value is negative and falls below the appropriately set threshold value 1 mm. Judges that it has passed through the welded part. On the other hand, if the difference value calculated in the same way does not exceed the above threshold value even if it is positive, zero, or negative, it is judged that it is not a welded portion, and the wall thickness value detected this time is set earlier than that. If it exceeds the maximum value of the wall thickness detected in, the maximum value of the wall thickness is updated with that value. As a result, the position of the welded portion of the steel pipe 1 was reliably detected when the welded portion of the steel pipe 1 had a build-up of, for example, 2 mm or more on the inner and outer surfaces as compared with the base material portion.
【0016】[0016]
【発明の効果】以上説明したように、本発明の鋼管溶接
部検出方法および装置によれば、UO鋼管をターニング
ロールにて円周方向に回転させるながら、UO鋼管の外
面と内面に対向させて配置した変位計の検出距離値を用
いて鋼管の肉厚を検出し、母材部と溶接部との肉厚の差
によって円周方向における溶接部を検出することによ
り、例えば外面溶接部の肉盛り高さが小さい場合や、あ
るいはターニングロールにて鋼管の円周方向に回転させ
る際に振動などが生じても鋼管の溶接部が正確に検出さ
れる。また、検出範囲の大きなレーザ変位計を用いるの
で、センサの設定可能範囲が広く、センサ等の設置自由
度が高く、本発明の適用範囲が広い。As described above, according to the steel pipe welded portion detecting method and apparatus of the present invention, while the UO steel pipe is rotated in the circumferential direction by the turning roll, the UO steel pipe is opposed to the outer surface and the inner surface. The wall thickness of the steel pipe is detected using the detection distance value of the placed displacement meter, and the welded part in the circumferential direction is detected by the difference in the wall thickness of the base metal part and the welded part. The welded portion of the steel pipe can be accurately detected even when the height of the pipe is small, or when vibration occurs when the steel roll is rotated in the circumferential direction by the turning roll. Moreover, since a laser displacement meter having a large detection range is used, the sensor can be set in a wide range, the degree of freedom in installing the sensor and the like is high, and the applicable range of the present invention is wide.
【図1】 本発明装置の一実施例の概要を示すブロック
図である。FIG. 1 is a block diagram showing an outline of an embodiment of a device of the present invention.
【図2】 図1に示すデジタル計算機7の、溶接部検出
処理の内容を示すフローチャートである。FIG. 2 is a flowchart showing the contents of a welded portion detection process of the digital computer 7 shown in FIG.
【図3】 UO鋼管の横断面図である。FIG. 3 is a cross-sectional view of a UO steel pipe.
1:UO鋼管 2:ターニング
ロール 3:変位計(一対) 4:変位計の支
持架台 5:変位計退避機構 6:A/D変換
装置 7:デジタル計算機 8:デジタル出
力装置 9a:UO鋼管の母材部 9b:UO鋼管
の溶接部1: UO steel pipe 2: Turning roll 3: Displacement gauge (pair) 4: Displacement gauge support stand 5: Displacement gauge retracting mechanism 6: A / D conversion device 7: Digital computer 8: Digital output device 9a: UO steel pipe mother Material 9b: Welded part of UO steel pipe
Claims (2)
面と内面に配置し、UO鋼管を円周方向に回転させなが
ら変位計の検出距離値を用いて鋼管の肉厚を計測し、母
材部と溶接部との肉厚の差によって円周方向における溶
接部を検出する、UO鋼管の溶接部検出方法。1. A laser type displacement meter is arranged to face each other on the outer surface and the inner surface of a UO steel pipe, and the wall thickness of the steel pipe is measured by using the detected distance value of the displacement meter while rotating the UO steel pipe in the circumferential direction, A method for detecting a welded portion of a UO steel pipe, which detects a welded portion in a circumferential direction based on a difference in wall thickness between a base material portion and a welded portion.
ーニングロール、鋼管の肉厚を計測するために上記ター
ニングロールによって横向きに支持された鋼管の下端部
に配置した対向させた一対のレーザ式変位計、および溶
接部分の判定を行うための計算機を備えることを特徴と
する、UO鋼管の溶接部検出装置。2. A turning roll for rotating a UO steel pipe in the circumferential direction, and a pair of opposed lasers arranged at the lower end portion of the steel pipe laterally supported by the turning roll for measuring the wall thickness of the steel pipe. A welded portion detection device for a UO steel pipe, comprising a displacement meter and a computer for determining a welded portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27966692A JPH06126450A (en) | 1992-10-19 | 1992-10-19 | UO steel pipe weld detection method and apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27966692A JPH06126450A (en) | 1992-10-19 | 1992-10-19 | UO steel pipe weld detection method and apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH06126450A true JPH06126450A (en) | 1994-05-10 |
Family
ID=17614174
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27966692A Withdrawn JPH06126450A (en) | 1992-10-19 | 1992-10-19 | UO steel pipe weld detection method and apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06126450A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6357780A (en) * | 1986-08-26 | 1988-03-12 | Usui Internatl Ind Co Ltd | Production of metallic carrier for exhaust gas cleaning converter |
| JP2011106821A (en) * | 2009-11-12 | 2011-06-02 | Mitsubishi Electric Corp | Welding bead measuring method of pipe material, welding bead cutting method, and welding bead cutting apparatus |
| CN105345369A (en) * | 2015-12-14 | 2016-02-24 | 重庆大帝重工机械有限公司 | Method for eliminating clamping jitter during welding of sheet metal parts |
| CN106705906A (en) * | 2017-03-22 | 2017-05-24 | 镇江市恒源汽车零部件有限公司 | Weld joint detection device |
-
1992
- 1992-10-19 JP JP27966692A patent/JPH06126450A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6357780A (en) * | 1986-08-26 | 1988-03-12 | Usui Internatl Ind Co Ltd | Production of metallic carrier for exhaust gas cleaning converter |
| JP2011106821A (en) * | 2009-11-12 | 2011-06-02 | Mitsubishi Electric Corp | Welding bead measuring method of pipe material, welding bead cutting method, and welding bead cutting apparatus |
| CN105345369A (en) * | 2015-12-14 | 2016-02-24 | 重庆大帝重工机械有限公司 | Method for eliminating clamping jitter during welding of sheet metal parts |
| CN106705906A (en) * | 2017-03-22 | 2017-05-24 | 镇江市恒源汽车零部件有限公司 | Weld joint detection device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4099418A (en) | System for determining tube eccentricity | |
| JP2001033233A (en) | Inspection method for tubular and rod-shaped inspection objects | |
| JPH06126450A (en) | UO steel pipe weld detection method and apparatus | |
| JPH05141957A (en) | Film thickness measuring device | |
| JPH06304649A (en) | UO steel pipe weld position detection method and device | |
| JPH061235B2 (en) | Judgment method of constant velocity joint | |
| JPH06123606A (en) | Detection method for overlapping parts of strips | |
| JPH0641938B2 (en) | Nondestructive measurement method for zirconium alloy materials | |
| JPH06238782A (en) | Method and apparatus for detecting defect | |
| RU2343468C2 (en) | Method of pipe weld joint detection in ultrasonic control and related device for implementation thereof | |
| JPS63298112A (en) | Thickness measuring device | |
| JPS6342744B2 (en) | ||
| JP3334091B2 (en) | Roll roll profile measurement method | |
| JPH0750144B2 (en) | Partial discharge position location method | |
| JPS6035005B2 (en) | Spiral tube circumference measuring device | |
| JP2943567B2 (en) | Pipe shape inspection device | |
| JPH0220922B2 (en) | ||
| JPH0755436A (en) | Tail clearance measuring method and device | |
| JP2988645B2 (en) | Measurement method of sheet material distortion shape | |
| CN113280730A (en) | System and method for efficiently detecting strip head of steel coil | |
| JPH07229731A (en) | Detection method of horizontal overhanging member in long object | |
| JPH068731B2 (en) | Probe position detection method | |
| JP2004028899A (en) | Method and device for measuring penetration height in butt weld zone | |
| JPH04122811A (en) | Device for monitoring bead cutting abnormality on surface within pipe | |
| JPH0323521Y2 (en) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20000104 |