JPS61172006A - Welded step meter of pipe seam part - Google Patents

Welded step meter of pipe seam part

Info

Publication number
JPS61172006A
JPS61172006A JP1317385A JP1317385A JPS61172006A JP S61172006 A JPS61172006 A JP S61172006A JP 1317385 A JP1317385 A JP 1317385A JP 1317385 A JP1317385 A JP 1317385A JP S61172006 A JPS61172006 A JP S61172006A
Authority
JP
Japan
Prior art keywords
pipe
distance
difference
sides
detected
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
Application number
JP1317385A
Other languages
Japanese (ja)
Other versions
JPH0372926B2 (en
Inventor
Mitsuo Harada
原田 充雄
Yoshiaki Matsuoka
良明 松岡
Toshio Terunuma
照沼 俊夫
Takao Miura
三浦 考雄
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP1317385A priority Critical patent/JPS61172006A/en
Publication of JPS61172006A publication Critical patent/JPS61172006A/en
Publication of JPH0372926B2 publication Critical patent/JPH0372926B2/ja
Granted legal-status Critical Current

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  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

PURPOSE:To effect accurate measurement of welded step by measuring a distance up to the both ends of the welded portion on the same periphery, detecting horizontally displacement intersecting the specimen pipe axis perpendicularly and correcting the difference of detected distance values. CONSTITUTION:A pipe P is conveyed with its welded portion B facing upward along the pipe axis CL on a conveying table. Distance detectors D1, D2 are arranged on both sides of the CL at an equal distance l1 above the pipe P and measure distances L1, L2 up to points S1, S2 on the periphery on both sides of the welded portion B of the pipe P respectively. Distance detectors D3, D4 are arranged on both sides of the pipe P and at an equal distance l2 on both sides of the conveying center line CL and detect distances L3, L4 up to the outer periphery of the pipe P. A half of the difference of the detected distances L3, L4 represents horizontal displacement relative to the conveying center line CL of the pipe P. During the course of travel of the pipe if a displacement occurs horizontally from the center line, accurate measurement of a welding step becomes possible, by correcting the difference of the detected distances corresponding to the detected displacement.

Description

【発明の詳細な説明】 (産業上の利用分野ン 本発明は溶接管の溶接部段差を測定する方法に関する。[Detailed description of the invention] (Industrial application field) The present invention relates to a method for measuring the level difference in a welded part of a welded pipe.

〔従来の技術〕[Conventional technology]

溶接管の溶接部段差、すなわち溶接前の素材側端の突合
せ部の目違いKよって生じる溶接部段差は、管の溶接部
品質と大きな関係があシ、溶接管製造工程における重要
な管理項目の1つである。
The welded part level difference of a welded pipe, that is, the welded part level difference caused by the misalignment K of the butt parts of the material side ends before welding, has a large relationship with the quality of the welded part of the pipe, and is an important control item in the welded pipe manufacturing process. There is one.

この溶接部段差を溶接管製造中に測定する従来の方法と
して、特開昭57−137801号公報に記載の方法が
ある。この方法は、管の溶接部にスリット光を照射して
得られた光切断プロフィール受像信号から、溶接部のビ
ーr方向両端(溶接部境界)にそれぞれ連続する外周面
の多数点についてX−Y座標を求め、この各点のX−Y
座標から溶接部両側の外周面の円の方程式(y = g
t、(x) 。
As a conventional method for measuring this welded part level difference during manufacture of a welded pipe, there is a method described in Japanese Patent Application Laid-Open No. 137801/1983. This method uses the optical cutting profile received signal obtained by irradiating the welded part of the pipe with slit light to determine the X-Y Find the coordinates and calculate the X-Y of each point
From the coordinates, calculate the equation of the circle on the outer peripheral surface on both sides of the weld (y = g
t, (x).

y = gm(d )を求め、両者の差(D=IgL(
x) g、(x)I)から溶接部段差を求める方法であ
る。
Find y = gm(d) and calculate the difference between the two (D = IgL(
x) g, (x) I) is a method to find the welding part level difference.

(発明が解決しようとする問題A) 上記従来の方法で溶接部段差を測定することはもちろん
可能であるが、この方法では光学系および信号処理装置
を含めて装置の構成が複雑で高価なものとなシ、またこ
の方法では溶接ビードを切削した後では段差測定ができ
なhので、溶接直後からビード切削までの間、すなわち
スクイズロールとビーP切削機の間の狭隘な場所に光学
系を設置しなければならないと込う困難性がある。
(Problem A to be Solved by the Invention) It is of course possible to measure the weld level difference using the conventional method described above, but this method requires a complicated and expensive device configuration including an optical system and a signal processing device. Also, with this method, it is not possible to measure the level difference after cutting the weld bead, so the optical system is installed in a narrow space between the squeeze roll and the bead cutting machine, between immediately after welding and cutting the bead. There is the difficulty of having to install it.

そこで本発明は、比較的簡単な装置で溶接部段差を測定
するために、従来鋼板など平坦な板の突合せ溶接時の段
差を検出するのに用いられて込るところの、両板面まで
の距離の差から段差を求める方法を応用することとし、
この方法を用い念場合の被測定物である管の横振れによ
る段差測定誤差を補正して正しい溶接部段差を測定する
方法を提供しようとするものである。
Therefore, in order to measure the level difference in a welded part using a relatively simple device, the present invention aims to measure the level difference between both plate surfaces, which is conventionally used to detect the level difference during butt welding of flat plates such as steel plates. We decided to apply the method of calculating the step from the difference in distance,
The present invention aims to provide a method for correcting the step measurement error caused by the lateral deflection of the pipe, which is the object to be measured, by using this method and measuring the correct weld step.

(問題点を解決する九めの手段〉 すなわち本発明は、管外面の溶接部境界近傍を指向する
距離検出器を管の移送経路中に配置し、管軸方向に移送
されてきた管の同一円周上の溶接部両側の境界近傍まで
の距離をそれぞれ同時に検出し、該両距離検出値の差か
ら溶接部段差を求める方法であシ、この際、管が移送中
に所定の移送中心線から水平方向に変位した場合、この
変位によって前記距離検出値が変化して段差測定値に誤
差を生じるので、この誤差を補正するために、管の水平
方向変位量を検出し、この変位量検出値に応じて前記距
離検出値の差を補正するようにした溶接管の溶接部段差
測定方法である。
(Ninth means for solving the problem) In other words, the present invention places a distance detector pointing near the weld boundary on the outer surface of the tube in the tube transfer path, and This is a method of simultaneously detecting the distances to the vicinity of the boundaries on both sides of the weld on the circumference, and determining the step of the weld from the difference between the two distance detection values. When the pipe is displaced in the horizontal direction, this displacement changes the distance detection value and causes an error in the step measurement value.In order to correct this error, the amount of horizontal displacement of the pipe is detected, and this displacement amount detection value is This is a method for measuring a step difference in a welded part of a welded pipe, in which the difference in the detected distance value is corrected according to the detected distance value.

(実施例と作用) 以下本発明を電縫溶接鋼管の製造工程における溶接部段
差測定に適用した実施例にもとづき詳細に説明する。
(Example and operation) The present invention will be described in detail below based on an example in which the present invention is applied to measurement of a welded part level difference in a manufacturing process of an electric resistance welded steel pipe.

第1図は本発明の実施例における被測定物と検出器の配
置関係を示す正面図であシ、図においてPは被測定物で
ある溶接鋼管(以下友んに管という)、DlおよびDl
は管Pの上方に配置した距離検出器% I)sおよびD
4は管Pの両側方にそれぞれ配置した距離検出器である
。管Pは図示省略の移送テーブル上にあって移送中心線
CLt−中心にし溶接部Bを真上にして管軸方向に移送
されている。距離検出器DIおよびDlは管Pの上方で
かつ容送中心線CLの両側に等距離t1をおいて配置し
、管Pの溶接部Bの両側の外周面上の点S1およびS雪
までの距離LlおよびLetそれぞれ検出する。距離検
出器DsおよびD4は管Pの側方でかつ移送中心線CL
の両側に等距離t!をおいて配置し、管Pの外周面まで
の距離L3およびL4を検出する。この距離検出値L3
とL4の差のV2が管Pの移送中心線CLに対する水平
方向変位量となる。
FIG. 1 is a front view showing the arrangement relationship between an object to be measured and a detector in an embodiment of the present invention.
are the distance detectors placed above the pipe P % I) s and D
4 is a distance detector placed on both sides of the pipe P, respectively. The pipe P is placed on a transfer table (not shown) and is being transferred in the pipe axial direction with the center of the transfer center line CLt - the welded part B directly above. Distance detectors DI and Dl are placed above the pipe P and on both sides of the conveyance center line CL at an equal distance t1, and are located at points S1 and S on the outer circumferential surface on both sides of the welded part B of the pipe P to the snow. Distances Ll and Let are respectively detected. Distance detectors Ds and D4 are located on the sides of the pipe P and at the transport center line CL.
equidistant on both sides of t! The distances L3 and L4 to the outer peripheral surface of the pipe P are detected. This distance detection value L3
The difference V2 between and L4 becomes the amount of horizontal displacement of the pipe P with respect to the transfer center line CL.

第2図は溶接部段差およびその測定の原理を説明する丸
めの図である。この図では便宜的に溶接前の管状成形素
管pを第1図の管Pの代シに示してあシ、この素管pの
突合せ部の目違い(図は誇張して示しである)が溶接後
の溶接部段差となるのであシ、従って溶接部段差とは本
来は図中Wで示す差を言うのであるが、溶接後にオンラ
イン的にWの量を測定することはできないので、実操業
においては、突合せ部から一定距離はなれた点(本例で
はslおよびS30点)の相互の高さの違いをもって管
理上の段差としている。この点S1とS鵞の高さの差は
、管上方の基準位置から該点までの距離L1とL3の差
を求めることによって得られる。すなわち本実施例では
溶接部段差Δhは Δh=Ll−1.雪   ・・・・・・・・・(1)と
して求められる。
FIG. 2 is a rounded diagram illustrating the weld level difference and the principle of its measurement. For convenience, in this figure, the tubular shaped raw pipe p before welding is shown in place of the pipe P in Figure 1, and the butting portions of this raw pipe p are shown at different positions (the figure is exaggerated). This is the weld step after welding. Therefore, the weld step is originally the difference shown by W in the figure, but since it is not possible to measure the amount of W online after welding, it is In operation, the difference in height between points (sl and S30 points in this example) that are a certain distance away from the abutting portion is used as a management step. The difference in height between the point S1 and the point S is obtained by determining the difference between the distances L1 and L3 from the reference position above the tube to the point. That is, in this embodiment, the welding part step difference Δh is Δh=Ll-1. Snow ・・・・・・・・・It is obtained as (1).

ところで実際の製造工程では、前記移送中心線CLを管
Pの中心が通っているという保証はなく一一般には管P
の左右振動や横移動などによシ、実際に移送中の管Pの
中心が所定の移送中心線CLに対して水平方向に変位し
ていることが多い。管中心の水平方向の変位があると、
第2図で説明した方法で段差を求めた場合に誤差を生じ
る。これを第3図によシ説明すると、いま第3図に示す
ようにX−Y座標軸において、管Pの中心が移送中心+
@CLと一致してhるときの管中心P0の座標を原点と
し、移送中の管Pの中心P。lが移送中心線CL K対
してX軸方向にΔIだけ変位していたとすると、管中心
P。lの座標は(ΔX # O)となり、このときの管
外周を表わす式は、管Pが円形であるとして、 (X−Δx) +y ==R・・・曲・・(2)比だし
Rは管の外半径 と表わすことができ、そして管外周上の任意の点のY軸
方向の位置は と表わすことができる。
However, in the actual manufacturing process, there is no guarantee that the center of the pipe P passes through the transfer center line CL;
The center of the pipe P actually being transferred is often displaced in the horizontal direction with respect to the predetermined transfer center line CL due to left-right vibration or lateral movement of the tube. If there is a horizontal displacement of the center of the tube,
An error occurs when the step difference is determined by the method explained in FIG. To explain this with reference to Fig. 3, as shown in Fig. 3, on the X-Y coordinate axis, the center of the pipe P is the transfer center +
The origin is the coordinates of the tube center P0 when h coincides with @CL, and the center P of the tube P being transferred. If l is displaced by ΔI in the X-axis direction with respect to the transfer center line CLK, then the tube center P. The coordinates of l are (ΔX #O), and the formula representing the outer circumference of the pipe at this time is, assuming that the pipe P is circular, (X - Δx) +y ==R... Curve... (2) Ratio R can be expressed as the outer radius of the tube, and the position of any point on the tube outer circumference in the Y-axis direction can be expressed as.

上記(3)式から第3図における管外周上の点S1とS
!のY軸方向の位置すなわち高さ方向の位置y8.と7
112は・ yll、=A匹T口;下 ・・・・・・・・・(4)ア
s2 ”” r石−+ −7,)2  ・・・・・・・
・・(5)と表わすことができる。
From the above equation (3), points S1 and S on the outer circumference of the pipe in Fig. 3
! The position in the Y-axis direction, that is, the position in the height direction y8. and 7
112 is・ yll, = A animal T mouth; bottom ・・・・・・・・・(4) as2 ”” r stone −+ −7,) 2 ・・・・・・・・・
...It can be expressed as (5).

従って管Pの中心が移送中心線から水平方向にΔIだけ
変位すると・前記の(1)式によって求めた段差は管P
の中心の変位による見掛は上の段差(Δh1”ylll
  7fi2ンを含むことKなル、測定値に誤差を生じ
ることになる。そこで本発明においてはこの誤差分を除
去して正しい段差を求めるよう和したものであり、正し
い段差Δh0は次式2式%) =(L、−L2) −(A環小石ドパ−で]戸〕・・・
・・・・・・(6) によシ求められる。
Therefore, if the center of the pipe P is displaced from the transfer center line by ΔI in the horizontal direction, the level difference calculated by the above equation (1) is
The apparent difference due to the displacement of the center of is the upper step (Δh1”ylll
Including 7fi2 will cause an error in the measured value. Therefore, in the present invention, this error is removed and summed to obtain the correct level difference, and the correct level difference Δh0 is calculated by the following formula 2 (%) = (L, -L2) - (A ring pebble doper) door〕···
・・・・・・(6) It is required.

笑際の測定にあたりては、管の外径の変化範囲や距離検
出器自体の測定精度に応じて、距離検出器を上下方向、
水平方向に可動にした)、あるいは測定距離範囲(また
は測定精度)の異なる検出器を組合せたシすることがで
きる。距離検出器としては、レーデやマイクロ波を用い
た測長計、渦流式変位計、静電容量式変位計など公知の
距離検出器を単独あるhは組合せて使用することができ
る。
When measuring the distance, move the distance detector vertically or vertically depending on the range of change in the outer diameter of the tube and the measurement accuracy of the distance detector itself.
(horizontally movable) or a combination of detectors with different measurement distance ranges (or measurement accuracy). As the distance detector, known distance detectors such as a length meter using a radar or microwave, an eddy current displacement meter, or a capacitance displacement meter can be used alone or in combination.

距離検出器の設置場所すなわち段差測定場所は、溶接ビ
ードの切削前であっても切削後であってもよい。
The installation location of the distance detector, that is, the step measurement location may be before or after cutting the weld bead.

(発明の効果) 以上述べたごとく本発明によれば、溶接管の溶接部段差
を溶接管製造工程においてオンライン的に測定するのに
比較的簡単な装置忙よって測定することかでき、また移
送中の管の水平方向変位忙もとづく測定誤差も補正でき
て溶接部段差を精度よく測定できるという実用的にすぐ
れた効果がある。
(Effects of the Invention) As described above, according to the present invention, the welded part level difference of a welded pipe can be measured online in the welded pipe manufacturing process using a relatively simple device, and also during transportation. This has an excellent practical effect of being able to correct measurement errors caused by the horizontal displacement of the pipe and allowing accurate measurement of welded part steps.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の実施例における距離検出器の配置関係
を示す正面図、第2図は本発明における溶接部段差とそ
の測定原理を説明するための図、第3図は被測定物の水
平方向変位にもとづく溶接部段差の測定誤差を説明する
ための図である。 P:溶接鋼管    B:溶接部 p:素管 D1〜D4 :距離検出器。 第1図 P:31!r護釧営 FS:・寿読合β D1〜D4:距Al1J灸出葛 第2図 p’、s   営 Dr−Dt:g巨Mオ吏工11 第3図 P:j8Mtgl管 D1〜Dx:W巨^、11挟出暑5 手続補正書 昭和にθ年?月J 日 1、事件の表示 昭和≦O年特 許願第13173号 & 補正をする者 ゛用件との関係  出 願 人 住 所3居所)東京都千代田区大手町2丁目6番3号氏
名(名称) (665)新日本製鐵株式會社ζ代理人 住 所  東京都千代田区丸の内2丁目6番2号丸の内
へ重洲ビル330補    正    書 本願明細書及び−間中下記事項を補正いたします。 記 1、特許請求の範凹を別紙の如く訂正する。 2第3頁10〜11行目に 「溶接部境界近傍を指向する距離検出器を」とあるを 「溶接部両側の境界近傍をそれぞれ指向する2個の距離
検出器を」と訂正する。 1第3頁12行目に 「管の同一円周上」とあるを 「管の外周上」と訂正する。 4、第4頁15行目に 「両側に等距離llをおいて」とあるを「両側に適宜の
距離11およびノ2(ただし本実施例では1.=J12
)をおいて」と訂正する。 5、第4頁18行目に 「出する。距離検出器D2 Jとあるを「出する。なお
点Slと82は管の同一外周上にあることが計測精度上
望ましいが、実際には管の長手方向に極端に(たとえば
数100面以上)離れなげれば、実用上は同一外周上に
なくても差支えない。距離検出器D2 Jと訂正する。 6、第4頁19行目に 「両側に等距離12をおいて」とあるを「両側に適宜の
距離13およびl+ (ただし本実施例では13= 1
4 )をおいて」と訂正する。 7、第7負7行目に ”YB2”i万7−ηF」とあるを rys2=v’77−;二ηF」と訂正する。 8、第8頁2行目に r =(Lx−L2) (6匹で丁π>”−fFW丁π
y)」とあるを r =(Ll−L2)−(v’i匹石)刀アーf肛不四
−7)」と訂正する。 9、図面中「第1図」乃至「第3図」を別紙の如く訂正
する。 特許請求の範囲 被測定物の外面の溶接部両側の境界近傍をそれぞれ指向
して配置した2個の距離検出器によって被測定物外周上
の溶接部両側の境界近傍までの距離をそれぞれ検出し、
該直距離検出値の差から溶接部段差を求めるにあたり、
被測定物の管軸方向と直交する水平方向の変位量を検出
し、該変位量検出値に応じて前記距離検出値の差を補正
することを特徴とする溶接管の溶接部段差測定方法。 第1図 p:38Je偵曽 E5二、5シ83邂if!iβ Dr−DA:距N0吏出器 第2図 p:素営 Dr−Di:距A能1*工器 第3図 Y P:j87etgl営 D1〜Di−2巨^庄JfL出冶5 −X
Fig. 1 is a front view showing the arrangement of distance detectors in an embodiment of the present invention, Fig. 2 is a diagram for explaining the welded part step and its measurement principle in the present invention, and Fig. 3 is a diagram of the object to be measured. FIG. 6 is a diagram for explaining a measurement error of a welded part level difference based on horizontal displacement. P: Welded steel pipe B: Welded part p: Raw pipes D1 to D4: Distance detector. Figure 1 P: 31! r protection senei FS: · Kotobuki reading combination β D1-D4: distance Al1J moxibustion dekatsu 2nd figure p', s operation Dr-Dt: g huge M staff 11 figure 3 P: j8Mtgl tube D1-Dx: W big ^, 11 sandwiched heat 5 Procedural amendment θ year in Showa? Date of the incident: Showa ≦ O Patent Application No. 13173 & Person making the amendment (Relationship with the subject matter) Address: 2-6-3 Otemachi, Chiyoda-ku, Tokyo Name ( Name) (665) Nippon Steel Corporation ζ Agent Address 330 Marunouchi Building, 2-6-2 Marunouchi, Chiyoda-ku, Tokyo Amendment The following matters have been amended in the specification of the present application and in the interim. Note 1: The claims are amended as shown in the attached sheet. 2. On page 3, lines 10-11, the phrase "a distance detector directed near the boundary of the weld" is corrected to "two distance detectors directed near the border on both sides of the weld." 1, page 3, line 12, the phrase "on the same circumference of the tube" is corrected to "on the outer circumference of the tube." 4. On the 15th line of page 4, the phrase ``leave an equal distance ll on both sides'' is replaced with ``leave an appropriate distance 11 and 2 on both sides (1.=J12 in this example)
)” is corrected. 5. On page 4, line 18, "Display.Distance detector D2 As long as they are not extremely far apart in the longitudinal direction (for example, several hundred planes or more), there is no problem even if they are not on the same outer circumference in practice. Correct the distance detector D2 J. 6. On page 4, line 19, there is no problem. ``Place an equal distance 12 on both sides'' instead of ``Place an appropriate distance 13 and l+ on both sides (However, in this example, 13 = 1
4),” is corrected. 7. In the seventh negative line, "YB2"i77-ηF" is corrected to "rys2=v'77-;2ηF." 8. On the 2nd line of page 8, r = (Lx-L2) (Ding π for 6 animals>”-fFW Ding π
y)" is corrected to r = (Ll - L2) - (v'i dari stone) sword arf anusfu4 - 7)". 9. In the drawings, "Figure 1" to "Figure 3" are corrected as shown in the attached sheet. Claims: Two distance detectors arranged so as to point toward the vicinity of the boundaries on both sides of the weld on the outer surface of the object to be measured, respectively detect the distances to the vicinity of the boundaries on both sides of the weld on the outer periphery of the object to be measured,
In determining the welding part level difference from the difference in the direct distance detection values,
A method for measuring a step in a welded part of a welded pipe, comprising: detecting a displacement amount in a horizontal direction orthogonal to the tube axis direction of a measured object, and correcting a difference in the detected distance value according to the detected displacement value. Figure 1 p: 38Je Reiso E52, 5shi83if! iβ Dr-DA: Distance N0 Exit device 2nd diagram p: Subei Dr-Di: Distance A function 1* Instrument 3rd diagram Y P: j87 etgl operation D1 ~ Di-2 Giant ᄒsho JfL exit 5 -X

Claims (1)

【特許請求の範囲】[Claims]  被測定物の外面の溶接部境界近傍を指向して配置した
距離検出器によって同一円周上の溶接部両側の境界近傍
までの距離をそれぞれ検出し、該両距離検出値の差から
溶接部段差を求めるにあたり、被測定物の管軸方向と直
交する水平方向の変位量を検出し、該変位量検出値に応
じて前記距離検出値の差を補正することを特徴とする溶
接管の溶接部段差測定方法。
Distance detectors placed near the boundary of the weld on the outer surface of the object to be measured detect the distances to the boundaries on both sides of the weld on the same circumference, and determine the weld level from the difference between the two distance detection values. A welded part of a welded pipe, characterized in that in determining the distance, the amount of displacement of the object to be measured in a horizontal direction orthogonal to the tube axis direction is detected, and the difference in the detected distance value is corrected according to the detected displacement value. Step measurement method.
JP1317385A 1985-01-25 1985-01-25 Welded step meter of pipe seam part Granted JPS61172006A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1317385A JPS61172006A (en) 1985-01-25 1985-01-25 Welded step meter of pipe seam part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1317385A JPS61172006A (en) 1985-01-25 1985-01-25 Welded step meter of pipe seam part

Publications (2)

Publication Number Publication Date
JPS61172006A true JPS61172006A (en) 1986-08-02
JPH0372926B2 JPH0372926B2 (en) 1991-11-20

Family

ID=11825788

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1317385A Granted JPS61172006A (en) 1985-01-25 1985-01-25 Welded step meter of pipe seam part

Country Status (1)

Country Link
JP (1) JPS61172006A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006051822A1 (en) * 2004-11-09 2006-05-18 Honda Motor Co., Ltd. Device and method for inspecting connecting rod
CN100460808C (en) * 2004-11-09 2009-02-11 本田技研工业株式会社 Device and method for inspecting connecting rod

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57125304A (en) * 1981-01-27 1982-08-04 Fuji Electric Co Ltd Device for checking surface of cylindrical body
JPS57137082A (en) * 1981-02-20 1982-08-24 Nippon Kokan Kk <Nkk> Measuring method for cross-sectional shape of weld zone
JPS58160805A (en) * 1982-03-18 1983-09-24 Nippon Steel Corp Method for measuring size and shape of large-diameter steel pipe

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57125304A (en) * 1981-01-27 1982-08-04 Fuji Electric Co Ltd Device for checking surface of cylindrical body
JPS57137082A (en) * 1981-02-20 1982-08-24 Nippon Kokan Kk <Nkk> Measuring method for cross-sectional shape of weld zone
JPS58160805A (en) * 1982-03-18 1983-09-24 Nippon Steel Corp Method for measuring size and shape of large-diameter steel pipe

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006051822A1 (en) * 2004-11-09 2006-05-18 Honda Motor Co., Ltd. Device and method for inspecting connecting rod
EP1811265A1 (en) * 2004-11-09 2007-07-25 HONDA MOTOR CO., Ltd. Device and method for inspecting connecting rod
EP1811265A4 (en) * 2004-11-09 2008-03-19 Honda Motor Co Ltd Device and method for inspecting connecting rod
CN100460808C (en) * 2004-11-09 2009-02-11 本田技研工业株式会社 Device and method for inspecting connecting rod
US7596994B2 (en) 2004-11-09 2009-10-06 Honda Motor Co., Ltd. Device and method for inspecting connecting rod

Also Published As

Publication number Publication date
JPH0372926B2 (en) 1991-11-20

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