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JP7616155B2 - Welding management device for electric resistance welded steel pipe, welding management system, welding management method for electric resistance welded steel pipe, and manufacturing method for electric resistance welded steel pipe - Google Patents
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JP7616155B2 - Welding management device for electric resistance welded steel pipe, welding management system, welding management method for electric resistance welded steel pipe, and manufacturing method for electric resistance welded steel pipe - Google Patents

Welding management device for electric resistance welded steel pipe, welding management system, welding management method for electric resistance welded steel pipe, and manufacturing method for electric resistance welded steel pipe Download PDF

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JP7616155B2
JP7616155B2 JP2022095481A JP2022095481A JP7616155B2 JP 7616155 B2 JP7616155 B2 JP 7616155B2 JP 2022095481 A JP2022095481 A JP 2022095481A JP 2022095481 A JP2022095481 A JP 2022095481A JP 7616155 B2 JP7616155 B2 JP 7616155B2
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昌士 松本
俊一 田中
龍郎 勝村
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本発明は、電縫鋼管の電縫溶接直前におけるオープン管エッジ部について温度分布を定量化し、電縫溶接現象の構成因子と組み合わせることで溶接欠陥を抑止するための電縫鋼管の溶接管理装置、溶接管理システム、および電縫鋼管の溶接管理方法および電縫鋼管の製造方法に関する。 The present invention relates to an electric-resistance welded steel pipe welding management device, welding management system, electric-resistance welded steel pipe welding management method, and electric-resistance welded steel pipe manufacturing method, which quantify the temperature distribution in the open pipe edge portion immediately before electric-resistance welding of electric-resistance welded steel pipe and combine it with the constituent factors of the electric-resistance welded welding phenomenon to prevent welding defects.

電縫鋼管は、ロール成形を用いて、鋼板又は鋼帯に対して周方向に連続的な曲げ加工し、両端部を突き合わせて円形断面の空筒にした略管形のオープン管とし、その後突き合わせたオープン管両エッジ部を連続的に電縫溶接して製造される。 Electric resistance welded steel pipes are manufactured by continuously bending a steel plate or steel strip in the circumferential direction using roll forming, butting both ends together to form a roughly tubular open pipe with a circular cross section, and then continuously electric resistance welding both edges of the butted open pipe.

電縫溶接時において、上記両エッジ部をコンタクトチップによる直接通電もしくは誘導コイルによる誘導電流で融点以上に加熱し、その直後に溶接ロール(スクイズロール)で両エッジの接合部を衝合(アプセット)する。その際、鋼板又は鋼帯の溶融加熱過程で発生する酸化物(ペネトレータ)をアプセットにより管の内外面に流出させ、余盛(ビード)と称する不要部分に排出させて溶接欠陥の発生を抑止している。電縫溶接後、余盛部は切削工具等により管から切削除去される。 During electric resistance welding, both edges are heated above their melting point by direct current from a contact tip or by induced current from an induction coil, and immediately thereafter the joints of both edges are butted (upset) with a welding roll (squeeze roll). During this process, oxides (penetrators) that are generated during the melting and heating process of the steel plate or steel strip are caused to flow onto the inner and outer surfaces of the pipe by the upset, and are expelled into unnecessary areas called excess welds (beads), preventing the occurrence of welding defects. After electric resistance welding, the excess welds are cut and removed from the pipe using a cutting tool or similar.

溶接欠陥を抑制するために、ペネトレータの発生や、溶接されるまでのペネトレータ同士の凝集を極力抑制することが重要である。そのためには、前記溶融加熱過程から、両エッジの接合開始までの時間が過大にならないように溶接条件を調整する必要がある。また、アプセットの工程でペネトレータをビードへ滞りなく排出することも重要である。そのためには、接合開始までのエッジ部の肉厚方向の温度分布の偏差を小さくし、アプセット中の溶融エッジ部の凝固によるペネトレータの排出不良を抑制する必要がある。 To prevent welding defects, it is important to minimize the occurrence of penetrators and the aggregation of penetrators before welding. To achieve this, it is necessary to adjust the welding conditions so that the time from the melting and heating process to the start of joining of both edges is not excessive. It is also important to smoothly discharge the penetrators into the bead during the upset process. To achieve this, it is necessary to reduce the deviation in the temperature distribution in the thickness direction of the edge portion until the start of joining, and to prevent poor discharge of the penetrators due to solidification of the molten edge portion during upset.

上記問題を解決する方法として、電縫鋼管の製造における溶接欠陥抑止には種々の技術が開示されており、例えば、電縫溶接現象を映像化し、かつ、溶融加熱過程におけるエッジ部の温度を測定した溶接工程の溶接管理システムが提案されている。 As a method to solve the above problems, various technologies have been disclosed for preventing welding defects in the manufacture of electric resistance welded steel pipes. For example, a welding management system for the welding process has been proposed that visualizes the electric resistance welding phenomenon and measures the temperature of the edge during the melting and heating process.

特許文献1は、衝合前のオープン管の両エッジの外面および内面の角部位置の座標を、撮影した画像から検出すると共に両エッジの外面および内面の角部の温度分布を算出し、検出した座標と算出した温度分布とを照合してその検出座標におけるエッジの温度を求めて両エッジの加熱条件を制御する溶接温度測定方法が提案されている。 Patent Document 1 proposes a welding temperature measurement method that detects the coordinates of the corner positions of the outer and inner surfaces of both edges of an open pipe before they are butted from a captured image, calculates the temperature distribution of the corners of the outer and inner surfaces of both edges, compares the detected coordinates with the calculated temperature distribution, determines the edge temperature at the detected coordinates, and controls the heating conditions of both edges.

特許文献2は、電縫溶接の画像を取得し、衝合前のオープン管の両エッジがV字状に収束するV収束部位を含む領域の画像を取得し、前記画像において両エッジの衝合部、あるいは両エッジが幾何学的になす収束点のいずれかにおいて、肉厚内部における溶融部が表面へ排出し始める領域の温度を輝度レベルで温度変換し、その温度が閾値以上であることを判定する電縫溶接の操業上の監視装置が提案されている。 Patent Document 2 proposes an operational monitoring device for electric resistance welding that acquires an image of electric resistance welding, acquires an image of a region including a V-shaped convergence portion where both edges of an open pipe before they meet, converts the temperature of the region where the molten part inside the wall thickness starts to discharge to the surface at either the meeting point of both edges or the geometric convergence point formed by both edges in the image, into a temperature value with a brightness level, and determines whether the temperature is above a threshold value.

特開平11‐33621号公報Japanese Patent Application Publication No. 11-33621 特許第5549963号公報Patent No. 5549963

特許文献1では、接合端面の内外面における角部の温度を測定しているため、衝合前の両端面同士のラップ状態の影響を監視することはできるが、電縫溶接の高周波加熱で最も加熱されにくい肉厚中央部の温度データが無いため、肉厚中央部の加熱不足が原因で十分な溶接部特性が得られない問題がある。 In Patent Document 1, the temperature of the corners on the inner and outer surfaces of the joining end faces is measured, so it is possible to monitor the effect of the lapping state of both end faces before they are butted together. However, there is no temperature data for the center of the wall thickness, which is the most difficult to heat with the high-frequency heating of electric resistance welding, so there is a problem that sufficient weld characteristics cannot be obtained due to insufficient heating of the center of the wall thickness.

特許文献2では、両エッジの衝合部、あるいは両エッジが幾何学的になす収束点のいずれかにおいて、外表面あるいは内表面の温度に対して、下限値を設定して溶接条件の良否判定を行っているが、こちらも特許文献1と同様に、肉厚中央部の温度データが無いため、十分な溶接部特性が得られない問題がある。 In Patent Document 2, a lower limit is set for the temperature of the outer or inner surface at either the butt point of the two edges or the geometric convergence point of the two edges to determine whether the welding conditions are good or bad. However, like Patent Document 1, there is no temperature data for the center of the wall thickness, so there is a problem in that sufficient weld characteristics cannot be obtained.

本発明はかかる事情に鑑みてなされたものであり、溶接欠陥を抑止するための電縫鋼管の溶接管理装置、溶接管理システム、電縫鋼管の溶接管理方法、および電縫鋼管の製造方法を提供することを目的とする。 The present invention has been made in consideration of the above circumstances, and aims to provide an electric-welded steel pipe welding management device, a welding management system, an electric-welded steel pipe welding management method, and an electric-welded steel pipe manufacturing method for preventing welding defects.

本発明者らは、上記した目的を達成するために、電縫溶接における両エッジ端面の肉厚方向の温度分布、および、そのときの両エッジが成す直線が幾何学的に成す角度(V収束角度)が、スクイズロールによるアプセット後の溶接部に残存するペネトレータの形態および溶接部特性に及ぼす影響について鋭意研究を行った。その結果、以下のことが明らかになった。 In order to achieve the above-mentioned objective, the inventors have conducted extensive research into the effects of the temperature distribution in the thickness direction of the end faces of both edges during electric resistance welding, and the geometric angle (V-convergence angle) formed by the straight lines of both edges at that time on the shape of the penetrator remaining in the weld after upsetting with a squeeze roll and the characteristics of the weld. As a result, the following became clear.

ここでは、電縫溶接の流れについて、図3に示す電縫溶接の加熱から溶接までの一例をもって説明する。 Here, the flow of electric resistance welding will be explained using an example of electric resistance welding from heating to welding shown in Figure 3.

従来、電縫溶接では、直接通電加熱方式、あるいは誘導加熱方式による高周波電流を用いた加熱を行っている。このとき、高周波加熱特有の加熱現象で、加熱の初期段階に表皮効果が発現する。そのため、肉厚中央部に比べて先にエッジ部の外表面および内表面側の温度が高温になる。このエッジ部の熱伝導により肉厚中央部への熱の移動が発生する。次いで、加熱過程が進行すると、端面同士の距離が近くなるため、近接効果が発現して肉厚中央部の昇温速度が増加する。そして、エッジ部全体の極表層部を融点まで加熱しながら、スクイズロールによるアプセットを経て衝合部202で電縫溶接が成される。このとき、エッジ部の溶融金属は表面に分布していたペネトレータとともに、管外部に排出されて溶接ビード207を形成する。 Conventionally, electric resistance welding is performed by heating using high-frequency current by direct current heating or induction heating. At this time, a heating phenomenon unique to high-frequency heating occurs in the early stages of heating, where the skin effect occurs. Therefore, the temperature of the outer and inner surfaces of the edge part becomes higher than that of the center part of the wall thickness. Heat transfer to the center part of the wall thickness occurs due to thermal conduction of this edge part. Next, as the heating process progresses, the distance between the end faces becomes closer, so the proximity effect occurs and the temperature rise rate of the center part of the wall thickness increases. Then, while the extreme surface layer of the entire edge part is heated to the melting point, it is upset by a squeeze roll and electric resistance welding is performed at the abutment part 202. At this time, the molten metal of the edge part is discharged to the outside of the pipe together with the penetrators distributed on the surface to form a weld bead 207.

前述しているように電縫溶接では肉厚中央部の温度はエッジ部の内面および外面よりも加熱が遅延するため、温度が低くなりやすい。エッジ部の肉厚中央部の加熱が不十分であると、加熱過程において、肉厚中央部で発生したペネトレータを溶接ビード207へ排出するための十分な溶接金属量が得られない問題がある。そのため、加熱過程において、肉厚中央部の近接効果を早期に発現させて、肉厚方向の温度偏差を小さくする必要があり、そのために、V収束角度などのように両エッジの接合端面同士の突合せ状態を調整するための成形ロールのロールポジションを制御するなどの対策が必要になる。 As mentioned above, in electric resistance welding, the temperature of the center of the wall thickness is delayed compared to the inner and outer surfaces of the edge, so the temperature tends to be lower. If the center of the wall thickness of the edge is not heated sufficiently, there is a problem that a sufficient amount of weld metal cannot be obtained during the heating process to expel the penetrators generated in the center of the wall thickness into the weld bead 207. Therefore, during the heating process, it is necessary to make the proximity effect of the center of the wall thickness appear early and reduce the temperature deviation in the wall thickness direction. To achieve this, measures such as controlling the roll position of the forming rolls to adjust the butting condition of the joining end faces of both edges, such as the V-convergence angle, are required.

本発明は上記知見に基づくものであり、その要旨は以下の通りである。
[1] 鋼板又は鋼帯に対して周方向に曲げ加工を施し、両エッジ部を突き合わせてオープン管とし、その後突き合わせたオープン管両エッジ部に対して、スタンドを用いてアプセットする電縫溶接により製造する電縫鋼管の溶接管理装置であって、
電縫溶接前において、少なくとも一方のオープン管エッジ表面の温度分布の画像と、前記温度分布の画像の画素情報から変換した空間座標とに基づいて、
オープン管エッジ表面の外表面温度T、内表面温度T、肉厚中央部の温度Tcおよび温度測定をした位置の座標を検出する電縫溶接前エッジ温度検出部と、
前記オープン管エッジ表面の外表面と内表面との温度差分ΔTを算出するエッジ温度差算出部と、
前記オープン管両エッジ部に沿って収束する直線によって形成される接合点を含む領域の画像情報に基づいて、オープン管エッジ部に沿って収束する直線が成すV収束角度θを算出するV収束角度算出部と、
溶接方向に対して電縫溶接後の溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼を含む画像情報に基づいて、溶接方向に対して前記溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼面積Aを算出する溶接後排出溶鋼面積算出部と、
前記オープン管エッジ表面の外表面と内表面との温度差分ΔTと、前記肉厚中央部の温度Tcと、前記V収束角度θと、前記排出された溶鋼面積Aの情報に基づいて、電縫溶接条件の良否を判定する溶接状態判定部と、
を備える、電縫鋼管の溶接管理装置。
[2] 前記溶接方向に対して電縫溶接後の溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼量に基づいて電縫溶接条件の良否を判定するにあたって、任意の前記V収束角度θに対して、所定の前記外表面温度T、所定の前記内表面温度T、所定の前記肉厚中央部の温度Tcが得られるよう溶接電力を調整する、[1]に記載の電縫鋼管の溶接管理装置。
[3] [1]または[2]に記載の電縫鋼管の溶接管理装置と、
電縫溶接前において、オープン管両エッジ表面の温度分布を撮像するエッジ温度分布撮影装置と、
電縫溶接前において、オープン管両エッジ部に沿って収束する直線によって形成される接合点、および
電縫溶接後において、溶接方向に対して溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼を撮影する溶接部撮影装置と、
を備える、電縫鋼管の溶接管理システム。
[4] 鋼板又は鋼帯に対して周方向に曲げ加工を施し、両エッジ部を突き合わせてオープン管とし、その後突き合わせたオープン管両エッジ部に対して、スタンドを用いてアプセットする電縫溶接により製造する電縫鋼管の溶接管理方法であって、
電縫溶接前において、少なくとも一方のオープン管エッジ表面の温度分布の画像と、前記温度分布の画像の画素情報から変換した空間座標とに基づいて、オープン管エッジ表面の外表面温度T、内表面温度T、肉厚中央部の温度Tcおよび温度測定をした位置の座標を検出する電縫溶接前エッジ温度検出工程と、
前記オープン管エッジ表面の外表面と内表面との温度差分ΔTを算出するエッジ温度差算出工程と、
前記オープン管両エッジ部に沿って収束する直線によって形成される接合点を含む領域の画像情報に基づいて、オープン管エッジ部に沿って収束する直線が成すV収束角度θを算出するV収束角度算出工程と、
溶接方向に対して電縫溶接後の溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼を含む画像情報に基づいて、溶接方向に対して前記溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼面積Aを算出する溶接後排出溶鋼面積算出工程と、
前記オープン管エッジ表面の外表面と内表面との温度差分ΔTと、前記肉厚中央部の温度Tcと、前記V収束角度θと、前記排出された溶鋼面積Aの情報に基づいて、電縫溶接条件の良否を判定する溶接状態判定工程と、
を含む、電縫鋼管の溶接管理方法。
[5] 前記[4]に記載の電縫鋼管の溶接管理方法を用いて、電縫鋼管を製造する方法。
The present invention is based on the above findings, and the gist of the present invention is as follows.
[1] A welding management device for electric resistance welded steel pipes, which is manufactured by bending a steel plate or a steel strip in the circumferential direction, butting both edge portions together to form an open pipe, and then using a stand to upset both edge portions of the butted open pipe,
Before electric resistance welding, based on an image of a temperature distribution on at least one open pipe edge surface and spatial coordinates converted from pixel information of the image of the temperature distribution,
an edge temperature detection unit before electric resistance welding for detecting an outer surface temperature T 0 of the open pipe edge surface, an inner surface temperature T i , a wall thickness central temperature Tc, and coordinates of the positions where the temperatures are measured;
an edge temperature difference calculation unit that calculates a temperature difference ΔT between an outer surface and an inner surface of the open pipe edge surface;
a V-convergence angle calculation unit that calculates a V-convergence angle θ formed by straight lines converging along the open pipe edge portions based on image information of a region including a junction formed by straight lines converging along both edge portions of the open pipe;
a post-welding discharged molten steel area calculation unit that calculates an area A of molten steel discharged onto the outer surface of the pipe downstream of a position immediately below a roll center of a welding stand in the welding direction based on image information including molten steel discharged onto the outer surface of the pipe downstream of a position immediately below a roll center of the welding stand after electric resistance welding in the welding direction;
a welding condition determination unit that determines whether the electric resistance welding conditions are good or bad based on information on a temperature difference ΔT between an outer surface and an inner surface of the open pipe edge surface, a temperature Tc of the wall thickness central portion, the V convergence angle θ, and an area A of the discharged molten steel;
The welding management device for electric welded steel pipes is provided with:
[2] A welding management device for electric resistance welded steel pipes as described in [1], in which, when judging the quality of electric resistance welded welding conditions based on the amount of molten steel discharged onto the outer surface of the pipe downstream of a position directly below the roll center of the welding stand after electric resistance welded welding in the welding direction, the welding power is adjusted so that a predetermined outer surface temperature T 0 , a predetermined inner surface temperature T i , and a predetermined central temperature Tc of the wall thickness are obtained for any of the V convergence angles θ.
[3] A welding management device for electric resistance welded steel pipes according to [1] or [2],
an edge temperature distribution photographing device for photographing the temperature distribution on both edge surfaces of the open pipe before electric resistance welding;
a welded portion photographing device for photographing a joint formed by straight lines converging along both edges of the open pipe before electric resistance welding, and for photographing molten steel discharged onto the outer surface of the pipe downstream of a position directly below the roll center of the welding stand in the welding direction after electric resistance welding;
A welding management system for electric welded steel pipes.
[4] A welding management method for electric resistance welded steel pipes, which is manufactured by bending a steel plate or a steel strip in the circumferential direction, butting both edge portions together to form an open pipe, and then using a stand to upset both edge portions of the butted open pipe, comprising the steps of:
an edge temperature detection process before electric resistance welding, for detecting an outer surface temperature T0 , an inner surface temperature Ti, a wall thickness central temperature Tc , and coordinates of positions where the temperatures are measured on the open pipe edge surfaces based on an image of the temperature distribution on at least one open pipe edge surface and spatial coordinates converted from pixel information of the image of the temperature distribution;
an edge temperature difference calculation step of calculating a temperature difference ΔT between an outer surface and an inner surface of the open pipe edge;
a V-shaped convergence angle calculation step of calculating a V-shaped convergence angle θ formed by straight lines converging along the open pipe edge portions based on image information of a region including a junction formed by straight lines converging along both edge portions of the open pipe;
a post-welding discharged molten steel area calculation process for calculating an area A of molten steel discharged onto the outer surface of the pipe downstream of a position immediately below the roll center of the welding stand in the welding direction based on image information including molten steel discharged onto the outer surface of the pipe downstream of a position immediately below the roll center of the welding stand after electric resistance welding in the welding direction;
a welding condition determination process for determining whether the electric resistance welding conditions are good or bad based on information on a temperature difference ΔT between an outer surface and an inner surface of the open pipe edge surface, a temperature Tc of the wall thickness central portion, the V convergence angle θ, and an area A of the discharged molten steel;
The welding management method for electric resistance welded steel pipes includes:
[5] A method for producing an electric-resistance welded steel pipe using the welding management method for an electric-resistance welded steel pipe described in [4] above.

本発明によれば、電縫溶接時の肉厚方向の温度分布、溶接条件を測定しながら溶接することで、優れた品質を有する電縫鋼管が得られる。 According to the present invention, electric resistance welded steel pipes of superior quality can be obtained by measuring the temperature distribution in the wall thickness direction and the welding conditions during electric resistance welding.

本発明を実施するための形態の1例を示す溶接管理装置およびそれを含めた溶接管理システムを説明するための図である。1 is a diagram for explaining a welding management device and a welding management system including the same, showing one example of an embodiment of the present invention; 本実施の形態の溶接管理システムの処理手順を示すフローチャートである。4 is a flowchart showing a processing procedure of the welding management system according to the present embodiment. 電縫溶接の形態の一例を示す図である。FIG. 2 is a diagram showing an example of an electric resistance welding mode. 電縫溶接の溶接部画像の各部位の説明図である。1 is an explanatory diagram of each part of an image of a welded portion produced by electric resistance welding; 電縫溶接における肉厚中央部の温度Tcと、排出溶鋼面積Aの各条件におけるへん平試験の結果から溶接部の良否判定を行い、各肉厚中央部の温度Tcにおける排出溶鋼面積の上下限AmaxとAminを設定し、各上下限点を通る関数の導出方法の一例を説明するための図である。FIG. 1 is a diagram for explaining an example of a method for determining the quality of a weld from the results of a flattening test under each condition of the temperature Tc at the center of thickness in electric resistance welding and the discharged molten steel area A, setting upper and lower limits Amax and Amin of the discharged molten steel area at each temperature Tc at the center of thickness, and deriving a function passing through each upper and lower limit point. 電縫溶接における肉厚中央部の温度Tcと、排出溶鋼面積Aの各条件におけるへん平試験の結果から溶接部の良否判定を行い、各肉厚中央部の温度Tcにおける排出溶鋼面積の上下限AmaxとAminを設定し、各上下限点を通る関数を導出した後、溶接部不良を排除するための指定位置の管エッジ表面の外表面と内表面との温度差分の上下限ΔTmaxとΔTminの導出方法の一例を説明するための図である。This figure explains an example of a method for determining the quality of a weld based on the results of a flattening test under each condition of the temperature Tc at the center of wall thickness and the discharged molten steel area A in electric resistance welding, setting upper and lower limits Amax and Amin of the discharged molten steel area at each temperature Tc at the center of wall thickness, deriving a function passing through each upper and lower limit point, and then deriving upper and lower limits ΔTmax and ΔTmin of the temperature difference between the outer surface and the inner surface of the pipe edge surface at a specified position in order to eliminate weld defects. 電縫溶接における各V収束角度θにおいて、肉厚中央部の温度Tcと、排出溶鋼面積Aの各条件におけるへん平試験の結果から、肉厚中央部の温度Tcと、排出溶鋼面積Aの関係から溶接の許容範囲の分布を導出し、前記溶接の許容範囲の分布を、各V収束角度θで内挿し、任意の溶接条件における許容範囲の導出方法の一例を説明するための図である。FIG. 13 is a diagram for explaining an example of a method for deriving an allowable range for any welding condition by deriving a distribution of the allowable range for welding from the relationship between the temperature Tc at the center of the wall thickness and the discharged molten steel area A from the results of a flattening test under each condition of the temperature Tc at the center of the wall thickness and the discharged molten steel area A for each V convergence angle θ in electric resistance welding, and interpolating the distribution of the allowable range for the welding at each V convergence angle θ. V収束角度θが5°における、指定位置の肉厚中央部の温度Tcと排出溶鋼面積Aの許容範囲を導出した結果を示した図である。FIG. 13 is a diagram showing the results of deriving the allowable ranges of the temperature Tc at the center of the wall thickness at a specified position and the area A of discharged molten steel when the V convergence angle θ is 5°.

以下、図面を参照して、本発明の一実施形態である溶接管理装置およびそれを含めた溶接管理システム、および電縫鋼管の溶接管理方法を詳細に説明する。なお、この実施の形態により本発明が限定されるものではない。また、図面の記載において、同一部分には同一の符号を付して示している。 Below, a detailed description of one embodiment of the present invention, a welding management device and a welding management system including the same, and a welding management method for electric resistance welded steel pipes, will be given with reference to the drawings. Note that the present invention is not limited to this embodiment. Also, in the drawings, the same parts are denoted by the same reference numerals.

まず、図1を参照して、本実施の形態の対象とする処理の流れと、溶接管理システムを含む溶接管理装置の概略構成について説明する。図1は、本発明を実施するための形態の1例を示す溶接管理装置およびそれを含めた溶接管理システムを説明するための図である。鋼板(又は鋼帯)は、ロール成形によって連続的に円筒形状へと成形された後、図中の溶接方向4に進みながら、フィンパスロール2によって円筒形状の安定性が確保されつつ、両エッジ部の突き合わせ位置がセンタリングされながらオープン管1へと成形される。その後、オープン管1の両エッジ部は、高周波発振装置3から一対のコンタクトチップ31a、31bを介して高周波電流が供給されて、溶融するまで加熱される。コンタクトチップ31a、31bの代わりに誘導加熱のワークコイルを用いることも可能である。 First, referring to FIG. 1, the process flow of the present embodiment and the schematic configuration of a welding management device including a welding management system will be described. FIG. 1 is a diagram for explaining a welding management device and a welding management system including the same, showing an example of an embodiment for implementing the present invention. A steel plate (or a steel strip) is continuously formed into a cylindrical shape by roll forming, and then, while proceeding in the welding direction 4 in the figure, the stability of the cylindrical shape is ensured by a fin pass roll 2, and the butting positions of both edges are centered and formed into an open tube 1. After that, both edges of the open tube 1 are heated until melted by supplying high-frequency current from a high-frequency oscillator 3 through a pair of contact tips 31a, 31b. It is also possible to use an induction heating work coil instead of the contact tips 31a, 31b.

次に、オープン管1は、スクイズロール41a、41b、トップロール42a、42bからなるロール群で囲まれた溶接スタンド40を通過しながら両エッジ部が圧接され、溶鋼が外面(管状の鋼板の外周面)に排出されながら溶接(電縫溶接)される。 Next, the open tube 1 passes through a welding stand 40 surrounded by a group of rolls consisting of squeeze rolls 41a, 41b and top rolls 42a, 42b, where both edges are pressed together and welded (electric current welding) while molten steel is discharged onto the outer surface (the outer peripheral surface of the tubular steel plate).

エッジ温度分布撮影装置10は、例えばサーモグラフィのように温度分布を2次元画像で計測可能な温度計であり、コンタクトチップ31a、31bと溶接スタンド40の間に位置するオープン管1のエッジ部の肉厚全体を撮影できるように設置され、少なくとも向い合う一方のエッジ部において外面から内面まで加熱された表面を撮影する。このとき、温度計は放射温度計、あるいは、二色温度計など温度分布を測定できる温度計であればいずれでも良い。また、エッジ温度分布撮影装置10には光学系の調整のためのズームレンズや露光調整器などの調整器も含まれる。撮影視野100mm×40mmで分解能を500μm/画素以下を確保することが好ましい。より好ましくは100μm/画素以下であり、このとき、カメラの画素数は1920×1080以上であることが好ましい。分解能が500μm/画素超の大きな分解能であるとエッジ部温度の検出精度が著しく悪化する場合がある。 The edge temperature distribution imaging device 10 is a thermometer capable of measuring temperature distribution in a two-dimensional image, such as a thermograph, and is installed so as to be able to image the entire thickness of the edge portion of the open pipe 1 located between the contact tips 31a, 31b and the welding stand 40, and images the heated surface from the outer surface to the inner surface at least on one of the opposing edges. In this case, the thermometer may be any thermometer capable of measuring temperature distribution, such as a radiation thermometer or a two-color thermometer. The edge temperature distribution imaging device 10 also includes adjusters such as a zoom lens for adjusting the optical system and an exposure adjuster. It is preferable to ensure a resolution of 500 μm/pixel or less with an imaging field of view of 100 mm x 40 mm. More preferably, it is 100 μm/pixel or less, and in this case, the number of pixels of the camera is preferably 1920 x 1080 or more. If the resolution is large, such as more than 500 μm/pixel, the detection accuracy of the edge temperature may be significantly deteriorated.

溶接部撮影装置11は、例えばカメラを用いて、溶接方向4に対して溶接スタンド40のスクイズロールセンターを基準に下流側、上流側を撮影可能に設置され、オープン管1の両エッジ部(溶接部)が加熱されて溶融し圧接される様子を撮影する。この溶接部撮影装置11により撮影される撮影画像には、後述する接合点(V収束点)、およびスクイズロールのロールセンターが含まれるように、溶接部撮影装置11の位置調整を行う。このとき、カメラはカラー画像撮影用あるいは、モノクロ画像撮影用のいずれでも良い。また、溶接部撮影装置11には光学系の調整のためのズームレンズや露光調整器などの調整器も含まれる。撮影視野100mm×40mmで分解能を100μm/画素以下を確保することが好ましい。より好ましくは50μm/画素以下であり、このとき、カメラの画素数は1920×1080以上であることが好ましい。分解能が100μm/画素よりも大きい分解能であると溶鋼の検出精度が著しく悪化する場合がある。
また、電縫溶接の溶接速度は、100m/minを超える速度で溶接される場合があり、撮影視野100mmの領域以内で、任意の撮影点を1回以上撮影するためにはフレーム速度を20fps以上に設定することが好ましい。フレーム速度が20fps未満の場合、電縫管の溶接部には溶接の画像解析が実施できていない領域が発生し、溶接欠陥を見逃す可能性がある。
The welded portion photographing device 11 is installed, for example, using a camera, so as to be able to photograph the downstream side and the upstream side with respect to the squeeze roll center of the welding stand 40 with respect to the welding direction 4, and photographs the state in which both edge portions (welded portions) of the open pipe 1 are heated, melted, and pressure-welded. The position of the welded portion photographing device 11 is adjusted so that the photographed image taken by the welded portion photographing device 11 includes a joint point (V convergence point) described later and the roll center of the squeeze roll. At this time, the camera may be either for color image photographing or for monochrome image photographing. The welded portion photographing device 11 also includes adjusters such as a zoom lens and an exposure adjuster for adjusting the optical system. It is preferable to ensure a resolution of 100 μm/pixel or less with a photographing field of view of 100 mm×40 mm. More preferably, it is 50 μm/pixel or less, and in this case, the number of pixels of the camera is preferably 1920×1080 or more. If the resolution is greater than 100 μm/pixel, the detection accuracy of the molten steel may be significantly deteriorated.
In addition, electric resistance welding may be performed at a welding speed exceeding 100 m/min, and in order to capture an image of any shooting point within a 100 mm field of view at least once, it is preferable to set the frame rate to 20 fps or more. If the frame rate is less than 20 fps, there will be areas in the welded part of the electric resistance welded pipe where image analysis of the welding cannot be performed, and there is a possibility that welding defects will be overlooked.

溶接管理装置1000は、エッジ温度分布撮影データ入力部100および溶接部撮影データ入力部110により、それぞれエッジ温度分布撮影装置10および溶接部撮影装置11で撮像された溶接部の画像を取得する。溶接管理装置1000は、ワークステーションやパソコン等の汎用コンピュータで構成され、CPUなどによる演算処理機能、GPUなどによる画像処理機能、後述の記憶部1403の一例としてのROMやRAMなどの各種メモリ機能を有し、その他、データ通信端子で接続されたハードディスクなどの記録媒体、グラフィックへの表示装置やアラーム装置等の出力を備える。溶接管理装置1000では処理プログラム等を記憶したメモリおよび処理プログラムを実行するCPUなどを用いて、温度分布処理部121において、電縫溶接前エッジ温度検出部122で高周波電流によって加熱された少なくとも一方のエッジ部の外面から内面までの肉厚方向の温度分布の検出、座標空間算出部123により温度分布を撮像した空間の座標(位置)を変換、データ処理部124による上記加熱されたエッジの外面から内面までの温度分布における、管長手方向の指定位置の温度分布の抽出、エッジ温度差算出部125により、上記指定位置におけるオープン管エッジ表面の外表面と内表面との温度差分ΔTの算出を行う、といった一連の処理が行われる。並列して溶接画像処理部131において、管エッジ画像検出部132によるV収束点周辺の赤熱した両端部のエッジの検出、V収束角度算出部133によるV収束角度θおよびV収束点の算出、接合点検出部134による実際に管両エッジが接合する位置の検出、溶接後排出溶鋼面積算出部135による溶接スタンドより下流側の管外面に排出された排出溶鋼面積Aの算出、といった一連の処理が行われる。さらに、溶接状態判定部1401による溶接判定、および出力部1402による判定結果の出力等を行い、溶接管理処理を実行する。 The welding management device 1000 acquires images of the welded part captured by the edge temperature distribution imaging device 10 and the welded part imaging device 11, respectively, through the edge temperature distribution imaging data input unit 100 and the welded part imaging data input unit 110. The welding management device 1000 is composed of a general-purpose computer such as a workstation or a personal computer, and has a calculation processing function such as a CPU, an image processing function such as a GPU, various memory functions such as ROM and RAM as an example of the storage unit 1403 described below, and also has a recording medium such as a hard disk connected by a data communication terminal, and outputs such as a display device to graphics and an alarm device. In the welding management device 1000, a series of processes are performed using a memory that stores processing programs, etc., and a CPU that executes the processing programs, such as a temperature distribution processing unit 121 detecting the temperature distribution in the thickness direction from the outer surface to the inner surface of at least one edge portion heated by high-frequency current in an electric resistance welding front edge temperature detection unit 122, converting the coordinates (position) of the space where the temperature distribution is imaged in a coordinate space calculation unit 123, extracting the temperature distribution at a specified position in the pipe longitudinal direction in the temperature distribution from the outer surface to the inner surface of the heated edge in a data processing unit 124, and calculating the temperature difference ΔT between the outer surface and the inner surface of the open pipe edge surface at the specified position in an edge temperature difference calculation unit 125. In parallel, the welding image processing unit 131 performs a series of processes, such as the detection of the red-hot edges of both ends around the V convergence point by the pipe edge image detection unit 132, the calculation of the V convergence angle θ and the V convergence point by the V convergence angle calculation unit 133, the detection of the actual position where the two pipe edges join by the joint point detection unit 134, and the calculation of the discharged molten steel area A after welding discharged onto the outer surface of the pipe downstream from the welding stand by the post-welding discharged molten steel area calculation unit 135. Furthermore, the welding state determination unit 1401 performs welding determination, and the output unit 1402 outputs the determination result, thereby executing welding management processing.

ここで、図2のフローチャートを参照して、溶接管理装置1000による溶接管理処理手順について説明する。図2は、本実施の形態の溶接管理装置の処理手順を示すフローチャートである。図2のフローチャートでは、例えば、操作者によりエッジ温度分布撮影データ入力部100および溶接部撮影データ入力部110への溶接管理処理開始の指示入力があったタイミングで開始となり、ステップS1およびステップS6の処理が同時並行に進む。 Now, the welding management processing procedure by the welding management device 1000 will be described with reference to the flowchart in FIG. 2. FIG. 2 is a flowchart showing the processing procedure of the welding management device of this embodiment. In the flowchart in FIG. 2, the process starts when an instruction to start the welding management process is input by an operator to the edge temperature distribution image data input unit 100 and the welded part image data input unit 110, and the processes of steps S1 and S6 proceed simultaneously in parallel.

ステップS1の処理では、エッジ温度分布撮影装置10から、高周波加熱によって加熱されたオープン管1の両エッジ部の少なくとも一方に対し、溶接されるまでの区間において、電縫溶接前エッジ温度検出部122が、溶接前のエッジ部の全厚にわたる2次元の温度分布データを取得する。ここでは撮像された温度分布データから、エッジ部の接合面上の、すなわち、管長手方向と肉厚方向の2次元の温度分布データを抽出する。これにより、ステップS1の処理は完了し、溶接管理処理はステップS2の処理に進む。 In the process of step S1, the pre-electric-resistance welding edge temperature detection unit 122 acquires two-dimensional temperature distribution data from the edge temperature distribution imaging device 10 over the entire thickness of the edge portion before welding for at least one of the two edges of the open pipe 1 heated by high-frequency heating in the section up to welding. Here, two-dimensional temperature distribution data on the joining surface of the edge portion, i.e., in the pipe longitudinal direction and wall thickness direction, is extracted from the captured temperature distribution data. This completes the process of step S1, and the welding management process proceeds to the process of step S2.

ステップS2の処理では、ステップS1の処理で撮像した2次元の温度分布データ、あるいは、エッジ温度分布撮影装置10に付属しているCCDカメラによって撮影された画像から、複数の座標標準点を検出し、座標空間算出部123が画素から長さの単位へと空間座標変換を行う。ここでいう座標標準点は、予め座標位置あるいは、各々の標準点間距離が自明なマーカーであることが好ましいが、この限りではない。任意の2点の標準点間距離を検出し、該標準点間距離の実空間距離を入力することで、座標空間算出部123が温度分布データの画像内の空間座標変換を行う。同時に前記温度分布データの画像において、任意の位置に2次元座標の原点の設定を行う。また、画素から長さの単位へ座標変換するために必要な演算式を、前もって導出しておいても良い。これにより、ステップS2の処理は完了し、溶接管理処理はステップS3の処理に進む。 In the process of step S2, multiple coordinate standard points are detected from the two-dimensional temperature distribution data captured in the process of step S1 or from an image captured by a CCD camera attached to the edge temperature distribution imaging device 10, and the coordinate space calculation unit 123 performs spatial coordinate conversion from pixels to units of length. The coordinate standard points here are preferably markers whose coordinate positions or the distance between each standard point is self-evident in advance, but are not limited to this. By detecting the distance between any two standard points and inputting the real spatial distance of the distance between the standard points, the coordinate space calculation unit 123 performs spatial coordinate conversion within the image of the temperature distribution data. At the same time, the origin of the two-dimensional coordinates is set at an arbitrary position in the image of the temperature distribution data. In addition, the calculation formula required for coordinate conversion from pixels to units of length may be derived in advance. This completes the process of step S2, and the welding management process proceeds to the process of step S3.

ステップS3の処理では、データ処理部124が、上記の空間座標変換処理後の温度分布データから、任意の管の長手位置における、管エッジ部の肉厚方向の温度分布を座標値とともに抽出する。データ処理部124が、抽出する範囲は指定した管の長手位置に対して±0.5mmの長手方向の領域を含み、管エッジ部の全厚の領域を抽出する。管エッジ部の外表面および内表面に該当する角部は高周波加熱特有の表皮効果によって加熱が顕著である。そのため、肉厚方向の温度分布においては、管エッジ部の外面および内面の角部位置を中心に温度が高くなっている。全厚領域の判定として、肉厚方向の温度分布の管エッジ部の外面および内面位置におけるピーク間の距離を温度分布から検出される管の肉厚とし、予め入力していた管の肉厚との誤差が3%以下であれば、管エッジ部の外面周辺の温度分布のピーク頂点を原点とし、管エッジ部周辺の温度分布のピーク頂点までの、肉厚方向の温度分布を抽出する。
前記誤差が3%超であれば、適切な温度分布が取れていないと判断され、エッジ温度分布撮影装置10の視野調整(エッジ温度分布撮影装置10に付属しているCCDカメラによって撮影された画像から、複数の座標標準点を検出し、座標空間算出部123にて画素から長さの単位へと空間座標変換を行う作業)を行い、再度、ステップS1からの処理を行い、前記誤差が3%以下になるまで繰り返す。これにより、ステップS3の処理は完了し、溶接管理処理はステップS4の処理に進む。
In the process of step S3, the data processing unit 124 extracts the temperature distribution in the thickness direction of the tube edge part at any longitudinal position of the tube from the temperature distribution data after the spatial coordinate conversion process described above, together with the coordinate values. The range extracted by the data processing unit 124 includes a region in the longitudinal direction of ±0.5 mm from the longitudinal position of the specified tube, and extracts the region of the entire thickness of the tube edge part. The corners corresponding to the outer and inner surfaces of the tube edge part are significantly heated due to the skin effect specific to high-frequency heating. Therefore, in the temperature distribution in the thickness direction, the temperature is high around the corner positions of the outer and inner surfaces of the tube edge part. To determine the entire thickness region, the distance between the peaks of the temperature distribution in the thickness direction at the outer and inner surfaces of the tube edge part is set as the tube thickness detected from the temperature distribution, and if the error from the previously inputted tube thickness is 3% or less, the peak apex of the temperature distribution around the outer surface of the tube edge part is set as the origin, and the temperature distribution in the thickness direction up to the peak apex of the temperature distribution around the tube edge part is extracted.
If the error exceeds 3%, it is determined that an appropriate temperature distribution has not been achieved, and the field of view of the edge temperature distribution imaging device 10 is adjusted (a plurality of coordinate reference points are detected from an image captured by a CCD camera attached to the edge temperature distribution imaging device 10, and spatial coordinate conversion is performed from pixels to units of length in the coordinate space calculation section 123), and the process from step S1 is repeated again until the error is reduced to 3% or less. This completes the process of step S3, and the welding management process proceeds to the process of step S4.

ステップS4の処理では、前記抽出した肉厚方向の温度分布データを用いて、データ処理部124が管エッジ部の外表面および内表面位置における温度のピーク間の中央部位置の温度を抽出し、これを肉厚中央部の温度Tcとする。また、同時に、管エッジ部の外表面および内表面位置周辺の温度分布のピーク頂点位置の温度をそれぞれ、外表面温度T、内表面温度Tとして抽出する。
これにより、ステップS4の処理は完了し、溶接管理処理はステップS5の処理に進む。
In step S4, the data processor 124 extracts the temperature at the center between the temperature peaks at the outer and inner surfaces of the pipe edge using the extracted temperature distribution data in the thickness direction, and sets this temperature as the thickness center temperature Tc. At the same time, the data processor 124 extracts the temperatures at the peak apex positions of the temperature distribution around the outer and inner surfaces of the pipe edge as the outer surface temperature T o and the inner surface temperature T i , respectively.
This completes the process of step S4, and the welding management process proceeds to step S5.

ステップS5の処理では、エッジ温度差算出部125が、前記抽出した管エッジ部の外表面温度T、内表面温度Tを用いて、これらの温度差分ΔTを算出する。ここでは、上記の温度差分ΔTは内表面温度Tから外表面温度Tを差し引く計算を行い、差分値に正負の符号が付いたまま記憶する。これにより、ステップS5の処理は完了し、溶接管理処理はステップS9の処理に進む。 In the process of step S5, the edge temperature difference calculation unit 125 calculates the temperature difference ΔT between the outer surface temperature T o and the inner surface temperature T i of the extracted pipe edge portion. Here, the temperature difference ΔT is calculated by subtracting the outer surface temperature T o from the inner surface temperature T i , and the difference value is stored with a positive or negative sign. This completes the process of step S5, and the welding management process proceeds to the process of step S9.

上記のステップS1~S5と並行して行われるステップS6の処理では、高周波加熱によって赤熱に加熱されている管エッジ部を、溶接部撮影装置11により撮像された画像に基づいて、溶接画像処理部131の管エッジ画像検出部132がエッジ検出を行う。ここでは、エッジ検出方法については微分法を用いるが、これに限らない。具体的に図3および図4を示しながら説明する。図3は電縫溶接の形態の一例を示す図であり、図4は電縫溶接の溶接部画像の各部位の説明図である。
まず、撮像された画像を用いて加熱部201周辺の輝度の変化から、溶接部のエッジ検出画像20を得る。なお、具体的には、一次微分を用いた勾配法により輝度が大きな溶鋼部と、輝度が小さな溶鋼部以外との境界を、輝度変化の極値が示される位置として判断する。
この溶接部のエッジ検出画像20において、両エッジ部同士が接合していない状態の開口部205から、鉛直方向に画像処理を行い、最初にエッジを検出した位置を各エッジ部上の点とする。この処理を開口部205の長手方向の全長のうちの数点で同様の処理を行い、各エッジ部上に検出された複数の点から最小二乗法によって、オープン管の両エッジ端面を近似した直線La、Lbを近似する。ここでは開口部205は、両エッジの加熱部201に挟まれた領域であり、各エッジ部上の点を検出する前に予め、開口部205に含まれる位置を手動で指定することなどがあるが、これに限らない。これにより、ステップS6の処理は完了し、溶接管理処理はステップS7の処理に進む。
In step S6, which is performed in parallel with steps S1 to S5, the pipe edge image detection unit 132 of the welding image processing unit 131 detects edges of the pipe edge portion that is heated to red heat by high-frequency heating based on the image captured by the welded portion photographing device 11. Here, a differential method is used as the edge detection method, but this is not limited to this. A specific description will be given with reference to Figures 3 and 4. Figure 3 is a diagram showing an example of the form of electric resistance welding, and Figure 4 is an explanatory diagram of each part of the electric resistance welding welded portion image.
First, an edge detection image 20 of the welded part is obtained from the change in brightness around the heated part 201 using the captured image. Specifically, a gradient method using first-order differentiation is used to determine the boundary between the molten steel part with high brightness and the non-molten steel part with low brightness as the position showing the extreme value of the brightness change.
In the edge detection image 20 of the welded portion, image processing is performed in the vertical direction from the opening 205 in a state where both edges are not joined to each other, and the position where the edge is first detected is set as a point on each edge. This processing is performed on several points in the entire length of the opening 205 in the longitudinal direction, and straight lines La and Lb that approximate both edge end faces of the open pipe are approximated by the least squares method from the multiple points detected on each edge. Here, the opening 205 is an area sandwiched between the heated parts 201 of both edges, and the positions included in the opening 205 may be manually specified in advance before detecting the points on each edge, but this is not limited to this. With this, the processing of step S6 is completed, and the welding management processing proceeds to the processing of step S7.

ステップS7の処理では、V収束角度算出部133が、上記のオープン管両エッジの検出により算出された直線La、Lbを用いてV収束角度θを算出し、抽出する。溶接部のエッジ検出画像におけるV収束角度θはLa、Lbの2直線が成す角度であり、開口部205側の鋭角の角度とする。これにより、ステップS7の処理は完了し、溶接管理処理はステップS8の処理に進む。 In the process of step S7, the V convergence angle calculation unit 133 calculates and extracts the V convergence angle θ using the straight lines La and Lb calculated by detecting both edges of the open pipe. The V convergence angle θ in the edge detection image of the weld is the angle formed by the two straight lines La and Lb, and is the acute angle on the opening 205 side. This completes the process of step S7, and the welding management process proceeds to the process of step S8.

ステップS8の処理では、溶接後排出溶鋼面積算出部135が、溶接スタンド(SQスタンド)40以降の、管の外面に排出された溶鋼面積Aを算出する。ここで、SQスタンド40以降の位置とは、溶接方向に対してSQスタンドのロールセンター直下位置204よりも下流側のことを示し、その位置は予め指定しておく。指定方法は座標位置を直接指定する方法や、SQスタンドのロールセンター直下位置204を示すマーカーの座標位置を検出する方法があるが、この限りではない。溶接部撮影装置11により撮像された画像を用いて、SQスタンドのロールセンター直下位置204よりも下流側にある排出された溶鋼をSQスタンド以降の排出溶鋼203とする。このSQスタンド以降の排出溶鋼203が占める画素の面積を管の外面に排出された溶鋼面積として検出し、所定の閾値よりも大きい輝度を有する画素群を溶鋼面積と判定する。前記検出した管の外面に排出された溶鋼面積について、同一視野における50枚の画像で処理を行い、その検出された溶鋼面積の平均値を算出し、その数値を管の外面に排出された溶鋼面積Aとする。平均処理を行う画像群はSQロールの回転の1周期分以上であることが好ましい。これにより、ステップS8の処理は完了し、溶接管理処理はステップS9の処理に進む。 In the process of step S8, the post-weld discharged molten steel area calculation unit 135 calculates the area A of the molten steel discharged on the outer surface of the pipe after the welding stand (SQ stand) 40. Here, the position after the SQ stand 40 refers to the downstream side of the position 204 directly below the roll center of the SQ stand in the welding direction, and this position is specified in advance. The method of specification includes, but is not limited to, a method of directly specifying the coordinate position or a method of detecting the coordinate position of a marker indicating the position 204 directly below the roll center of the SQ stand. Using the image captured by the welding part photography device 11, the discharged molten steel downstream of the position 204 directly below the roll center of the SQ stand is set as the discharged molten steel 203 after the SQ stand. The area of the pixels occupied by this discharged molten steel 203 after the SQ stand is detected as the area of molten steel discharged on the outer surface of the pipe, and a group of pixels having a brightness greater than a predetermined threshold value is determined to be the molten steel area. The area of molten steel discharged onto the outer surface of the pipe detected above is processed using 50 images in the same field of view, the average value of the detected molten steel area is calculated, and this value is set as the area A of molten steel discharged onto the outer surface of the pipe. It is preferable that the group of images subjected to the averaging process is equal to or greater than one rotation cycle of the SQ roll. This completes the process of step S8, and the welding management process proceeds to the process of step S9.

ステップS9の処理では、溶接状態判定部1401が、ステップ5とステップ8の処理が完了した後に算出や検出された、上記指定位置の肉厚中央部の温度Tcと、上記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTと、上記V収束角度θと、上記溶接スタンド以降の排出溶鋼面積Aに基づいて溶接条件の良否判定を行う。具体的には、種々の溶接条件により得られた鋼管を用いて、オフラインで溶接部の評価試験を行い、得られた溶接部の特性と、溶接管理装置1000により算出や検出された、上記指定位置の管肉厚中央部の温度Tcと、上記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTと、上記V収束角度θと、上記溶接スタンド以降の排出溶鋼面積Aとの関係性を予め明らかにし、所望の溶接部の品質が得られる上記指定位置の肉厚中央部Tcと上記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTの許容範囲の上下限を設定しておく。 In the process of step S9, the welding condition determination unit 1401 determines whether the welding conditions are good or bad based on the temperature Tc of the wall thickness center at the specified position, the temperature difference ΔT between the outer and inner surfaces of the pipe edge surface at the specified position, the V convergence angle θ, and the discharged molten steel area A after the welding stand, which are calculated or detected after the processes of steps 5 and 8 are completed. Specifically, an evaluation test of the weld is performed offline using steel pipes obtained under various welding conditions, and the relationship between the obtained weld characteristics and the temperature Tc of the wall thickness center at the specified position, the temperature difference ΔT between the outer and inner surfaces of the pipe edge surface at the specified position, the V convergence angle θ, and the discharged molten steel area A after the welding stand, which are calculated or detected by the welding management device 1000, is clarified in advance, and the upper and lower limits of the allowable range of the temperature difference ΔT between the wall thickness center Tc at the specified position and the outer and inner surfaces of the pipe edge surface at the specified position, which allows the desired quality of the weld to be obtained, are set.

上記許容範囲の設定においては、上記V収束角度θごとに実施し、その方法を以下に示す。あるV収束角度θで溶接を行った時の上記指定位置の肉厚中央部Tcと上記溶接スタンドを通過した後の排出溶鋼面積Aをパラメーターとして扱う許容範囲の境界は、上記溶接スタンドを通過した後の排出溶鋼面積Aおよび、上記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTを用いて許容範囲の上下限を決定する。オフラインでの溶接部の評価試験はへん平試験、溶接部中の酸化物を検知する超音波探傷試験、溶接部から試験片を切出したシャルピー衝撃試験などがあるが、所望される特性に合わせて試験方法を選定する。 The above tolerance range is set for each V convergence angle θ, and the method is shown below. The boundary of the tolerance range, which treats the wall thickness center Tc at the specified position when welding is performed at a certain V convergence angle θ and the area A of the molten steel discharged after passing through the welding stand as parameters, is determined by using the area A of the molten steel discharged after passing through the welding stand and the temperature difference ΔT between the outer and inner surfaces of the pipe edge surface at the specified position. Offline evaluation tests for welds include flattening tests, ultrasonic testing to detect oxides in the welds, and Charpy impact tests using test pieces cut from the welds, and the test method is selected according to the desired characteristics.

上記排出溶鋼面積Aと上記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTの許容範囲の上下限の設定方法例を図5、図6および図7に示しながら以下に説明するが、この限りではない。図5は、電縫溶接における肉厚中央部の温度Tcと、排出溶鋼面積Aの各条件におけるへん平試験の結果から溶接部の良否判定を行い、各肉厚中央部の温度Tcにおける排出溶鋼面積の上下限AmaxとAminを設定し、各上下限点を通る関数の導出方法の一例を説明するための図である。まず、種々の溶接条件によって検出された溶接スタンドを通過した後の排出溶鋼面積Aと、検出したときに溶接を行っていた鋼管溶接部に所望される特性とを対応させる。ここでは、鋼管の溶接部に所望される特性として、へん平試験で測定される溶接部のへん平率を用いる。ここで、へん平率はJIS G3478:2015に記載のへん平試験方法に基づき、算出することができ、H/D(管の外径D、へん平試験において溶接部に割れが発生し始めるときの平板間の距離H)として求められる。へん平率H/Dが小さいほど溶接部の強度が大きく、優れた溶接部の特性であることを示す指標である。また、へん平率は鋼管の種類によって許容される上限値が定められている。 An example of a method for setting the upper and lower limits of the allowable range of the above-mentioned discharged molten steel area A and the temperature difference ΔT between the outer surface and the inner surface of the pipe edge surface at the above-mentioned specified position will be described below with reference to Figures 5, 6, and 7, but this is not limited to this. Figure 5 is a diagram for explaining an example of a method for determining the quality of a weld based on the results of a flattening test under each condition of the temperature Tc of the wall thickness center in electric resistance welding and the discharged molten steel area A, setting the upper and lower limits Amax and Amin of the discharged molten steel area at each wall thickness center temperature Tc, and deriving a function that passes through each upper and lower limit point. First, the discharged molten steel area A after passing through the welding stand detected under various welding conditions is matched with the characteristics desired for the steel pipe weld that was being welded at the time of detection. Here, the flattening ratio of the weld measured in the flattening test is used as the characteristic desired for the weld of the steel pipe. Here, the flattening ratio can be calculated based on the flattening test method described in JIS G3478:2015, and is calculated as H/D (outer diameter of the pipe D, distance between the flat plates H when cracks start to occur in the weld in the flattening test). The smaller the flattening ratio H/D, the stronger the weld, and is an indicator of excellent weld characteristics. In addition, the allowable upper limit of the flattening ratio is determined depending on the type of steel pipe.

まず、任意のV収束角度θにおける、排出溶鋼面積Aおよび上記指定位置の肉厚中央部Tcおよびへん平率H/Dの関係を明らかにする。上記任意のV収束角度θを一定にした電縫溶接を行うためには、成形に用いるフィンパスロールのフィン幅やスクイズロールのロールポジションを変更せずに電縫溶接を行う。電縫溶接を行うにあたって、エッジ温度分布撮影装置10による指定位置の肉厚中央部Tcと上記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTの測定、および、溶接部撮影装置11によるV収束角度θと排出溶鋼面積Aの算出を行う。そして、溶接電力を調整した電縫溶接を行い、得られた管に対して上記へん平試験を行って、へん平率H/Dを測定する。 First, the relationship between the discharged molten steel area A, the wall thickness central portion Tc at the specified position, and the flattening ratio H/D at an arbitrary V convergence angle θ is clarified. In order to perform electric resistance welding with the arbitrary V convergence angle θ constant, electric resistance welding is performed without changing the fin width of the fin pass roll used for forming or the roll position of the squeeze roll. When performing electric resistance welding, the edge temperature distribution imaging device 10 measures the temperature difference ΔT between the wall thickness central portion Tc at the specified position and the outer and inner surfaces of the pipe edge surface at the specified position, and the welded portion imaging device 11 calculates the V convergence angle θ and the discharged molten steel area A. Then, electric resistance welding is performed with the welding power adjusted, and the flattening test is performed on the obtained pipe to measure the flattening ratio H/D.

次いで、スクイズロールよりも上流側にある成形に用いるロールのロールポジション、を変更し、オープン管の端部周辺の外径曲率を変更させて、電縫溶接における両エッジの突合せ角度の調整を行う。ここで示す突合せ角度とは、オープン管を正面から見て両エッジの向かい合う端面同士が成す角度のことである。
ロールポジションを変更する成形に用いるロールは、エッジフォーミングやフィンパスロールなどを示すが、この限りではない。両エッジの突合せ角度を変更したとき、上記同様に溶接電力を調整した電縫溶接を行い、得られた管に対して上記へん平試験を行って、へん平率H/Dを測定する。電縫溶接における両エッジの突合せ角度を変更したとき、オープン管正面からその断面を見て、オープン管の開口部の幅が外面側の方が広いとき(V字型突合せ)のとき、近接効果の差によって外表面温度Tは内表面温度Tよりも小さくなり、上記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTは正になる。また、逆に、オープン管の開口部の幅が外面側の方が狭いとき(逆V字型突合せ)のとき、近接効果の差によって外表面温度Tは内表面温度Tよりも大きくなり、上記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTは負になる。
上記のようにして繰り返し行った電縫溶接において、図5に示すように、指定位置の肉厚中央部Tcと排出溶鋼面積Aの組合せを有する電縫鋼管において測定されたへん平率H/Dをプロットさせる。ここで、溶接部特性が〇は、目標のへん平率H/D以下である、すなわち、目標の溶接部の強度を満たしており、×は、目標のへん平率H/D超、すなわち、目標の溶接部の強度を満たしていない。各座標データにおいて、所望のへん平率を満たすことができる条件の、各指定位置の肉厚中央部Tcにおける排出溶鋼面積Aの上下限の境界を求める。各Tcにおける排出溶鋼面積Aの上限および下限の境界はそれぞれ、Tcを一定条件のもと、排出溶鋼面積Aの増加方向、減少方向に3プロット以上連続して溶接部特性が×となるデータ群の領域に対して、上限であれば上記×となるデータ群の領域に近接している溶接部特性が〇である最大値の排出溶鋼面積、下限であれば上記×となるデータ群の領域に近接している溶接部特性が〇である最小値の排出溶鋼面積とする。
そして、各指定位置の肉厚中央部Tcにおける排出溶鋼面積Aの上限Amax、および、下限Aminを最小二乗法などの計算手法を用いて、排出溶鋼面積Aの許容範囲を求める。ここでは境界の与え方については指定が無いが、計算コストを小さくするために、直線近似による境界の算出方法でも可能である。上記排出溶鋼面積がAmin未満であれば、溶接において、スクイズロールの圧接により、外部へ排出されるエッジ部の溶鋼が不十分となり、溶接部に酸化物が残存して、へん平率が悪化し、また、上記排出溶鋼面積がAmax超の場合、溶接において、エッジ部が過加熱となり、エッジ部表面の酸化物の生成、成長が顕著になるため、へん平率が悪化するため、排出溶鋼面積Aの許容範囲はAmin~Amaxとする。
Next, the roll position of the forming roll located upstream of the squeeze roll is changed to change the outer diameter curvature around the end of the open pipe, thereby adjusting the butt angle of both edges in the electric resistance welding. The butt angle here refers to the angle between the opposing end faces of both edges when the open pipe is viewed from the front.
The rolls used for forming to change the roll position include, but are not limited to, edge forming and fin pass rolls. When the butt angle of both edges is changed, electric resistance welding is performed with the welding power adjusted in the same manner as above, and the flattening test is performed on the obtained pipe to measure the flattening ratio H/D. When the butt angle of both edges in electric resistance welding is changed, when the open pipe is viewed from the front of the open pipe and the cross section is wider on the outer side (V-shaped butt), the outer surface temperature T0 becomes smaller than the inner surface temperature T1 due to the difference in the proximity effect, and the temperature difference ΔT between the outer surface and the inner surface of the pipe edge surface at the specified position is positive. Conversely, when the width of the open pipe opening is narrower on the outer side (inverted V-shaped butt), the outer surface temperature T0 becomes larger than the inner surface temperature T1 due to the difference in the proximity effect, and the temperature difference ΔT between the outer surface and the inner surface of the pipe edge surface at the specified position is negative.
In the electric resistance welding repeatedly performed as described above, the flattening ratios H/D measured in the electric resistance welded steel pipe having the combination of the wall thickness central portion Tc at the specified position and the discharged molten steel area A are plotted as shown in Fig. 5. Here, the welded portion characteristic ◯ is equal to or less than the target flattening ratio H/D, i.e., the target welded portion strength is satisfied, and × is greater than the target flattening ratio H/D, i.e., the target welded portion strength is not satisfied. For each coordinate data, the upper and lower boundaries of the discharged molten steel area A at the wall thickness central portion Tc at each specified position under the condition that the desired flattening ratio can be satisfied are obtained. The upper and lower boundaries of the discharged molten steel area A at each Tc are, under certain conditions for Tc, the maximum discharged molten steel area where the weld zone characteristic is ◯ near the data group area where the weld zone characteristic is ◯ for three or more consecutive plots in the increasing and decreasing directions of the discharged molten steel area A, if the upper limit, and the minimum discharged molten steel area where the weld zone characteristic is ◯ near the data group area where the weld zone characteristic is ◯, if the lower limit.
Then, the upper limit Amax and the lower limit Amin of the discharged molten steel area A at the wall thickness center Tc of each specified position are calculated using a calculation method such as the least squares method to obtain the allowable range of the discharged molten steel area A. Although there is no specification on how to give the boundary here, in order to reduce calculation costs, a calculation method of the boundary by linear approximation is also possible. If the discharged molten steel area is less than Amin, the molten steel of the edge part discharged to the outside by the pressure of the squeeze roll during welding is insufficient, oxides remain in the welded part, and the flattening ratio deteriorates. On the other hand, if the discharged molten steel area exceeds Amax, the edge part is overheated during welding, and the generation and growth of oxides on the surface of the edge part becomes significant, and the flattening ratio deteriorates. Therefore, the allowable range of the discharged molten steel area A is set to Amin to Amax.

次いで、上記にようにして排出溶鋼面積Aの上下限の境界を定められた座標データに対し、許容範囲内に存在する各指定位置の肉厚中央部Tcにおける排出溶鋼面積Aの組合せのうち、各排出溶鋼面積Aにおける指定位置の肉厚中央部Tcの上下限の境界を求める。図6は、電縫溶接における肉厚中央部の温度Tcと、排出溶鋼面積Aの各条件におけるへん平試験の結果から溶接部の良否判定を行い、各肉厚中央部の温度Tcにおける排出溶鋼面積の上下限AmaxとAminを設定し、各上下限点を通る関数を導出した後、溶接部不良を排除するための指定位置の管エッジ表面の外表面と内表面との温度差分の上下限ΔTmaxとΔTminの導出方法の一例を説明するための図である。肉厚中央部Tcの上下限の境界を求めるにあたっては、図6に示すように各点において算出された指定位置の管エッジ表面の外表面と内表面との温度差分ΔTに基づいた境界の導出を行う。ここでは、各点における指定位置の管エッジ表面の外表面と内表面との温度差分ΔTが、0℃以上10℃未満、―10℃以上0℃未満というように、一定間隔のデータ群に区分を行う。例えば、図6中のΔT1は、-200℃以上-150℃未満、ΔT2は-150℃以上-100℃未満、ΔT4は250℃以上300℃未満である。上記のようにして区分されたデータ群の中にあるデータがAmin~Amaxの範囲内において全て所望の溶接部特性を満たす温度差分ΔTの最大値ΔTmax及び最小値ΔTminのデータ群を抽出し、指定位置の肉厚中央部Tcと排出溶鋼面積Aのグラフ中から、これら温度差分最大値ΔTmax及び最小値ΔTminの範囲を満たす境界を求める。境界線は例えば最小二乗法などの計算手法を用いて求める。ここでは境界の与え方については指定が無いが、計算コストを小さくするために、直線近似による境界の算出方法でも可能である。上記のように、図5で求めた排出溶鋼面積Aの境界に対して管エッジ表面の外表面と内表面との温度差分ΔTを適用することで、溶接部特性が〇であるプロット群の中に混在している×の水準を取り除くことができ、溶接部特性が×となる条件を排除することが可能となる。また技術的な観点から、上記指定位置の肉厚中央部Tcが下限ΔTmin未満であれば、管外面側の過加熱が顕著になり、管外面へ排出される溶鋼面積を過大に評価される。そのため、肉厚中央部が十分加熱されていないのにも関わらず、溶接部撮影装置11を用いた画像分析では、外面へ排出される溶鋼面積は合格であると誤った判定を行うため、結果として所望の溶接部のへん平率を満たせない。また、上記指定位置の肉厚中央部Tcが上限ΔTmax超であれば、エッジ部外面の加熱が不十分となり、スクイズロールによるアップセットにおいて、エッジ部外面近傍の溶融部が早期に凝固し、外面側外部への溶鋼排出の経路を塞ぐため、酸化物を含んだ溶鋼が十分に排出されなくなり、所望のへん平率が得られない問題がある。 Next, for the coordinate data in which the upper and lower boundaries of the discharged molten steel area A are determined as described above, the upper and lower boundaries of the center of thickness Tc at the designated position for each discharged molten steel area A are determined among the combinations of discharged molten steel area A at the center of thickness Tc at each specified position that exist within the allowable range. Figure 6 is a diagram for explaining an example of a method for determining the quality of a weld based on the results of a flattening test under each condition of the temperature Tc of the center of thickness in electric resistance welding and the discharged molten steel area A, setting the upper and lower limits Amax and Amin of the discharged molten steel area at each temperature Tc of the center of thickness, deriving a function that passes through each upper and lower limit point, and then deriving the upper and lower limits ΔTmax and ΔTmin of the temperature difference between the outer and inner surfaces of the pipe edge surface at the designated position to eliminate weld defects. In determining the upper and lower boundaries of the center of thickness Tc, the boundaries are derived based on the temperature difference ΔT between the outer and inner surfaces of the pipe edge surface at the designated position calculated at each point as shown in Figure 6. Here, the temperature difference ΔT between the outer surface and the inner surface of the pipe edge surface at the specified position at each point is divided into data groups at regular intervals, such as 0°C or more and less than 10°C, and -10°C or more and less than 0°C. For example, ΔT1 in FIG. 6 is -200°C or more and less than -150°C, ΔT2 is -150°C or more and less than -100°C, and ΔT4 is 250°C or more and less than 300°C. A data group of maximum values ΔTmax and minimum values ΔTmin of the temperature difference ΔT that all satisfy the desired welded joint characteristics within the range of Amin to Amax is extracted from the data groups divided as described above, and a boundary that satisfies the range of the maximum value ΔTmax and the minimum value ΔTmin of the temperature difference is obtained from a graph of the wall thickness center Tc at the specified position and the discharged molten steel area A. The boundary line is obtained using a calculation method such as the least squares method. Although there is no specification on how to give the boundary here, a calculation method of the boundary by linear approximation is also possible in order to reduce calculation costs. As described above, by applying the temperature difference ΔT between the outer surface and the inner surface of the pipe edge surface to the boundary of the discharged molten steel area A obtained in Fig. 5, it is possible to remove the levels of x mixed in the plot group with the welded part characteristic of o, and to eliminate the conditions with the welded part characteristic of x. Also, from a technical point of view, if the wall thickness central part Tc at the above-mentioned specified position is less than the lower limit ΔTmin, the overheating on the outer surface side of the pipe becomes significant, and the area of molten steel discharged to the outer surface of the pipe is overestimated. Therefore, even though the wall thickness central part is not sufficiently heated, the image analysis using the welded part photographing device 11 erroneously determines that the area of molten steel discharged to the outer surface is acceptable, and as a result, the desired flattening ratio of the welded part cannot be satisfied. In addition, if the thickness center Tc at the specified position exceeds the upper limit ΔTmax, the outer surface of the edge will not be heated sufficiently, and when upset by the squeeze rolls, the molten part near the outer surface of the edge will solidify early and block the path for discharging molten steel to the outside of the outer surface, so that molten steel containing oxides will not be discharged sufficiently, and the desired flattening ratio will not be obtained.

図7は、電縫溶接における各V収束角度θにおいて、肉厚中央部の温度Tcと、排出溶鋼面積Aの各条件におけるへん平試験の結果から、肉厚中央部の温度Tcと、排出溶鋼面積Aの関係から溶接の許容範囲の分布を導出し、前記溶接の許容範囲の分布を、各V収束角度θで内挿し、任意の溶接条件における許容範囲の導出方法の一例を説明するための図である。上記のへん平率H/Dに基づいた、排出溶鋼面積Aおよび上記指定位置の肉厚中央部Tcの組合せの許容範囲の導出について、V収束角度θを変更し、同様の処理を繰り返し行うことで、図7に示す溶接の許容範囲2000を決定する。ここで、V収束角度θのピッチは特に指定しないが、通常の操業条件において、プリセットするV収束角度θの最大値と最小値の間で5分割以上分けて許容範囲の導出を行うことが好ましい。また、上記のように直接許容範囲を求めていないV収束角度θの条件については、その前後で許容範囲を求めたV収束角度θの許容範囲を内挿して近似するなどの処理を行う。この処理で得られた結果については、記憶部1403に記録しておくことができる。これにより、ステップS9の処理は完了し、溶接管理処理はステップS10の処理に進む。 7 is a diagram for explaining an example of a method for deriving the allowable range for any welding condition by deriving the distribution of the allowable range of welding from the relationship between the temperature Tc of the center of thickness and the discharged molten steel area A from the results of a flattening test under each condition of the temperature Tc of the center of thickness and the discharged molten steel area A at each V convergence angle θ in electric resistance welding, and interpolating the distribution of the allowable range of welding with each V convergence angle θ. The allowable range 2000 shown in FIG. 7 is determined by changing the V convergence angle θ and repeating the same process for deriving the allowable range of the combination of the discharged molten steel area A and the center of thickness Tc at the specified position based on the above flattening ratio H/D. Here, the pitch of the V convergence angle θ is not particularly specified, but it is preferable to derive the allowable range by dividing it into 5 or more parts between the maximum and minimum values of the preset V convergence angle θ under normal operating conditions. In addition, for the conditions of the V convergence angle θ for which the allowable range is not directly calculated as described above, a process such as approximation is performed by interpolating the allowable range of the V convergence angle θ calculated before and after the condition. The results obtained by this process can be recorded in the memory unit 1403. This completes the process of step S9, and the welding management process proceeds to the process of step S10.

ステップS10の処理では、出力部1402が、ステップS9で得られた溶接条件の良否判定を外部へ出力する。外部への出力にはオペレータが判定結果を認知する必要があるため、溶接管理装置1000に備えらえたグラフィック装置やアラーム装置等へ出力することが好ましい。これにより、ステップS10の処理は完了し、一連の溶接管理処理を終了させる。 In the process of step S10, the output unit 1402 outputs the pass/fail judgment of the welding conditions obtained in step S9 to the outside. Since the output to the outside requires an operator to recognize the judgment result, it is preferable to output to a graphic device, an alarm device, or the like provided in the welding management device 1000. This completes the process of step S10, and ends the series of welding management processes.

以上、本発明の実施形態として、電縫鋼管の溶接管理装置について説明した。
また、本発明では、上述した溶接管理装置を有する溶接管理システムも提供される。
また、上記の溶接管理装置を有する溶接管理システムは、電縫鋼管を製造する際に用いることができ、具体的に、電縫鋼管の製造方法は、鋼板又は鋼帯に対して周方向に連続的な曲げ加工を施し、両エッジ部を突き合わせてオープン管とし、その後突き合わせたオープン管の両エッジ部に対して、溶接スタンドを用いて連続的にアプセットする電縫溶接により製造するが、電縫溶接の際、前述した溶接システムにより行われる処理により溶接管理を行う。電縫鋼管の溶接管理方法も上記で説明した方法にて実施される。さらに、上述した電縫鋼管の溶接管理方法を用いて、電縫鋼管を製造することができる。
The welding management device for electric resistance welded steel pipes has been described above as an embodiment of the present invention.
The present invention also provides a welding management system having the above-mentioned welding management device.
Furthermore, a welding management system having the above-mentioned welding management device can be used when manufacturing electric-resistance welded steel pipes. Specifically, the manufacturing method of electric-resistance welded steel pipes involves continuously bending a steel plate or steel strip in the circumferential direction, butting both edge portions together to form an open pipe, and then electric-resistance welding in which both edge portions of the butted open pipe are continuously upset using a welding stand, and during electric-resistance welding, welding management is performed by the process performed by the above-mentioned welding system. The welding management method for electric-resistance welded steel pipes is also carried out in the manner described above. Furthermore, electric-resistance welded steel pipes can be manufactured using the above-mentioned welding management method for electric-resistance welded steel pipes.

このように、本発明によれば、電縫溶接時の端面の加熱分布や突合せ状態を精度高く測定し、溶接後の排出溶鋼量も考慮することで、溶接欠陥を抑制することができる。 In this way, according to the present invention, it is possible to accurately measure the heating distribution and butt joint condition of the end faces during electric resistance welding, and also take into account the amount of molten steel discharged after welding, thereby suppressing welding defects.

また、上述した本発明の実施の形態について、これら実施の形態は本発明を実施するための一例に過ぎない。よって、本発明は上述した実施の形態に限定されることなく、その趣旨を逸脱しない範囲内であれば、当業者等によりなされる他の実施の形態、実施例および運用技術等は全て本発明の範疇に含まれる。 The above-described embodiments of the present invention are merely examples for implementing the present invention. Therefore, the present invention is not limited to the above-described embodiments, and other embodiments, examples, and operational techniques made by those skilled in the art are all included in the scope of the present invention as long as they do not deviate from the spirit of the present invention.

管厚5mmで鋼管外径がφ90mmの種々の電縫溶接管に対して、まず、溶接条件の許容範囲を導出するために、V収束角度θを3~7°、エッジ肉厚中央部の温度Tcを測定する位置を溶接スタンドのスクイズロールの軸直下から上流側へ6mm離れた位置とし、成形中のエッジベンド成形を調整して、同位置における管内外面温度の差分値ΔTを-300℃~+300℃、溶接速度を40m/minとして電縫溶接を行った。V収束角度θはフィンパスロールのフィンロール幅を変更して調整した。また、管内外面温度の温度差分ΔTを調整するために、フィンパスロールのロールポジションを変更し、特にエッジ部周辺の曲げ変形を調整した。 First, to derive the allowable range of welding conditions for various electric resistance welded pipes with a pipe thickness of 5 mm and an outer diameter of φ90 mm, the V convergence angle θ was set to 3 to 7°, the position for measuring the temperature Tc at the center of the edge thickness was set to a position 6 mm upstream from directly below the axis of the squeeze roll of the welding stand, and the edge bend forming during forming was adjusted to set the difference value ΔT between the inner and outer surface temperatures of the pipe at the same position to -300°C to +300°C, and the welding speed to 40 m/min, and electric resistance welding was performed. The V convergence angle θ was adjusted by changing the fin roll width of the fin pass roll. In addition, to adjust the temperature difference ΔT between the inner and outer surface temperatures of the pipe, the roll position of the fin pass roll was changed, and the bending deformation around the edge portion in particular was adjusted.

種々の電縫溶接において、溶接電力を変更しながら2色式温度計カメラを用いて、フレームレート20fps、管長手方向の画素数を1920画素、管肉厚方向の画素数を1080画素、管長手方向の視野を50mmとして溶接前の温度分布の2次元画像を取得した。また、種々の電縫溶接においてCCDカメラを用いて、フレームレート20fps、管長手方向の画素数を1920画素、管長手方向の視野を60mmとして、溶接中の溶接部前後の画像を取得した。これら取得した画像から、各フレームの指定位置の肉厚中央部の温度Tcと、前記指定位置の管エッジ表面の外表面と内表面との温度差分ΔTと、前記V収束角度θと、前記溶接スタンドを通過した後の排出溶鋼面積Aを抽出し、V収束角度θを所定の値に固定にした時のTc、ΔT、Aについてはスクイズロールの一回転分の平均値を算出した。得られた鋼管を100mm長さに切り出し、JIS G3478:2015に基づいて溶接部のへん平試験を行い、鋼管を2枚の平板で挟み、溶接部に割れが生じた時の2枚の平板間の距離Hを測定し、平板間の距離Hを鋼管の初期外径Dで除したへん平率H/Dを算出した。へん平率H/Dが2/3以下であれば合格とした。これらの一連の作業について、V収束角度を3°~7°まで1°間隔で溶接条件の許容範囲を導出した。 In various electric resistance welding, a two-color thermometer camera was used to obtain two-dimensional images of the temperature distribution before welding while changing the welding power, with a frame rate of 20 fps, 1920 pixels in the pipe longitudinal direction, 1080 pixels in the pipe thickness direction, and a field of view in the pipe longitudinal direction of 50 mm. In addition, a CCD camera was used to obtain images before and after welding during various electric resistance welding, with a frame rate of 20 fps, 1920 pixels in the pipe longitudinal direction, and a field of view in the pipe longitudinal direction of 60 mm. From these obtained images, the temperature Tc of the wall thickness center at the specified position of each frame, the temperature difference ΔT between the outer surface and the inner surface of the pipe edge surface at the specified position, the V convergence angle θ, and the discharged molten steel area A after passing through the welding stand were extracted, and the average values of Tc, ΔT, and A for one rotation of the squeeze roll when the V convergence angle θ was fixed to a predetermined value were calculated. The resulting steel pipe was cut to a length of 100 mm and a flattening test of the welded portion was carried out based on JIS G3478:2015. The steel pipe was sandwiched between two flat plates, and the distance H between the two flat plates was measured when a crack occurred in the welded portion. The flattening ratio H/D was calculated by dividing the distance H between the flat plates by the initial outer diameter D of the steel pipe. If the flattening ratio H/D was 2/3 or less, the pipe was deemed to have passed. For this series of operations, the allowable range of welding conditions was derived for the V convergence angle from 3° to 7° in 1° increments.

代表として、V収束角度θが5°における、上記指定位置の肉厚中央部の温度Tcと上記排出溶鋼面積Aの許容範囲を導出した結果を図8に示す。各上記指定位置の肉厚中央部の温度Tcと上記排出溶鋼面積Aの許容範囲の上下限については、各一定の上記排出溶鋼面積Aにおける指定位置の肉厚中央部の温度Tcの上限値および下限値のそれぞれを最小二乗法による直線近似を行った。同様に、各一定の指定位置の肉厚中央部の温度Tcにおける排出溶鋼面積Aの上限値および下限値のそれぞれを最小二乗法による直線近似を行った。ここでは、指定位置の管エッジ表面の外表面と内表面との温度差分ΔTの上限(ΔTmax)は250℃であり、下限(ΔTmin)は-80℃であった。 As a representative example, FIG. 8 shows the results of deriving the allowable range of the temperature Tc of the wall thickness center at the specified position and the discharged molten steel area A when the V convergence angle θ is 5°. For the upper and lower limits of the allowable range of the temperature Tc of the wall thickness center at each of the specified positions and the discharged molten steel area A, the upper and lower limits of the temperature Tc of the wall thickness center at the specified position for each constant discharged molten steel area A were linearly approximated using the least squares method. Similarly, the upper and lower limits of the discharged molten steel area A for the temperature Tc of the wall thickness center at each constant specified position were linearly approximated using the least squares method. Here, the upper limit (ΔTmax) of the temperature difference ΔT between the outer surface and the inner surface of the pipe edge surface at the specified position was 250°C, and the lower limit (ΔTmin) was -80°C.

表1に発明例と比較例の肉厚中央部の温度Tc、内外面温度差分値ΔT、V収束角度θ、排出溶鋼面積Aおよび鋼管のへん平率の合格率を示す。発明例は、管エッジ表面の外表面と内表面との温度差分ΔTを約+100℃、V収束角度を約5°となるようにロールポジションのセットアップを行い、エッジ肉厚中央部の温度Tcが1400℃±10℃、排出溶鋼面積が3.2±0.2mmを満たすように溶接電力を調整した。これに対して、比較例は電縫溶接時の溶接管理を行わず、溶接電力を調整し、排出溶鋼の状態を目視のみで確認した。 Table 1 shows the temperature Tc at the center of wall thickness, the inner and outer surface temperature difference value ΔT, the V convergence angle θ, the discharged molten steel area A, and the pass rate of the flattening ratio of the steel pipe for the invention example and the comparative example. In the invention example, the roll position was set up so that the temperature difference ΔT between the outer and inner surfaces of the pipe edge surface was about +100°C, and the V convergence angle was about 5°, and the welding power was adjusted so that the edge wall thickness center temperature Tc was 1400°C±10°C and the discharged molten steel area was 3.2±0.2 mm2 . In contrast, in the comparative example, no welding management was performed during electric resistance welding, the welding power was adjusted, and the state of the discharged molten steel was confirmed only visually.

得られた電縫鋼管から切り出した100mm長さのサンプル100本に対して、JIS G3478:2015に基づいて溶接部のへん平試験を行い、へん平率H/Dを測定した。へん平率H/Dの合格率は、2/3以下を満たした鋼管の本数が占める割合としており、合格率が95%以上であると適切に電縫溶接できていると判断される。発明例である鋼管No.1では合格率が100%であり、適切に電縫溶接できているのに対し、比較例である鋼管No.2では合格率が92%であり、所定の電縫溶接ができていない。 A flattening test of the welded part was carried out on 100 samples of 100 mm length cut out from the obtained electric resistance welded steel pipe based on JIS G3478:2015, and the flattening ratio H/D was measured. The pass rate of the flattening ratio H/D is the percentage of the number of steel pipes that satisfied the condition of 2/3 or less, and a pass rate of 95% or more is considered to have been properly electric resistance welded. The pass rate of steel pipe No. 1, which is an example of the invention, was 100%, indicating that electric resistance welding was properly performed, whereas the pass rate of steel pipe No. 2, which is a comparative example, was 92%, indicating that the required electric resistance welding was not performed.

Figure 0007616155000001
Figure 0007616155000001

1 オープン管
2 フィンパスロール
3 高周波発振装置
4 溶接方向
10 エッジ温度分布撮影装置
11 溶接部撮影装置
20 溶接部のエッジ検出画像
31a、31b コンタクトチップ
40 溶接スタンド
41a、41b スクイズロール
42a、42b トップロール
100 エッジ温度分布撮影データ入力部
110 溶接部撮影データ入力部
121 温度分布処理部
122 電縫溶接前エッジ温度検出部
123 座標空間算出部
124 データ処理部
125 エッジ温度差算出部
131 溶接画像処理部
132 管エッジ画像検出部
133 V収束角度算出部
134 接合点検出部
135 溶接後排出溶鋼面積算出部
201 加熱部
202 衝合部
202a、202b オープン管両エッジ端面
203 溶接スタンド以降の排出溶鋼
204 溶接スタンドのロールセンター直下位置
205 開口部
θ V収束角度
207 溶接ビード
1000 溶接管理装置
1001 溶接管理システム
1401 溶接状態判定部
1402 出力部
1403 記憶部
La、Lb オープン管の両エッジ端面を近似した直線
2000 許容範囲
REFERENCE SIGNS LIST 1 Open pipe 2 Fin pass roll 3 High frequency oscillator 4 Welding direction 10 Edge temperature distribution imaging device 11 Welded portion imaging device 20 Edge detection image of welded portion 31a, 31b Contact tip 40 Welding stand 41a, 41b Squeeze roll 42a, 42b Top roll 100 Edge temperature distribution imaging data input unit 110 Welded portion imaging data input unit 121 Temperature distribution processing unit 122 Edge temperature detection unit before electric resistance welding 123 Coordinate space calculation unit 124 Data processing unit 125 Edge temperature difference calculation unit 131 Welding image processing unit 132 Pipe edge image detection unit 133 V convergence angle calculation unit 134 Joint detection unit 135 Post-welding discharged molten steel area calculation unit 201 Heating unit 202 Collision unit 202a, 202b Open pipe both edge end faces 203 Molten steel discharged after welding stand 204 Position directly below roll center of welding stand 205 Opening θ V convergence angle 207 Weld bead 1000 Welding management device 1001 Welding management system 1401 Welding state determination unit 1402 Output unit 1403 Memory unit La, Lb Straight line approximating both edge end faces of open pipe 2000 Allowable range

Claims (5)

鋼板又は鋼帯に対して周方向に曲げ加工を施し、両エッジ部を突き合わせてオープン管とし、その後突き合わせたオープン管両エッジ部に対して、スタンドを用いてアプセットする電縫溶接により製造する電縫鋼管の溶接管理装置であって、
電縫溶接前において、少なくとも一方のオープン管エッジ表面の温度分布の画像と、前記温度分布の画像の画素情報から変換した空間座標とに基づいて、
オープン管エッジ表面の外表面温度T、内表面温度T、肉厚中央部の温度Tcおよび温度測定をした位置の座標を検出する電縫溶接前エッジ温度検出部と、
前記オープン管エッジ表面の外表面と内表面との温度差分ΔTを算出するエッジ温度差算出部と、
前記オープン管両エッジ部に沿って収束する直線によって形成される接合点を含む領域の画像情報に基づいて、オープン管エッジ部に沿って収束する直線が成すV収束角度θを算出するV収束角度算出部と、
溶接方向に対して電縫溶接後の溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼を含む画像情報に基づいて、溶接方向に対して前記溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼面積Aを算出する溶接後排出溶鋼面積算出部と、
前記オープン管エッジ表面の外表面と内表面との温度差分ΔTと、前記肉厚中央部の温度Tcと、前記V収束角度θと、前記排出された溶鋼面積Aの情報に基づいて、電縫溶接条件の良否を判定する溶接状態判定部と、
を備える、電縫鋼管の溶接管理装置。
A welding management device for electric resistance welded steel pipes, which is manufactured by electric resistance welding in which a steel plate or a steel strip is bent in the circumferential direction, both edge portions are butted together to form an open pipe, and then both butted edge portions of the open pipe are upset using a stand,
Before electric resistance welding, based on an image of a temperature distribution on at least one open pipe edge surface and spatial coordinates converted from pixel information of the image of the temperature distribution,
an edge temperature detection unit before electric resistance welding for detecting an outer surface temperature T 0 of the open pipe edge surface, an inner surface temperature T i , a wall thickness central temperature Tc, and coordinates of the positions where the temperatures are measured;
an edge temperature difference calculation unit that calculates a temperature difference ΔT between an outer surface and an inner surface of the open pipe edge surface;
a V-convergence angle calculation unit that calculates a V-convergence angle θ formed by straight lines converging along the open pipe edge portions based on image information of a region including a junction formed by straight lines converging along both edge portions of the open pipe;
a post-welding discharged molten steel area calculation unit that calculates an area A of molten steel discharged onto the outer surface of the pipe downstream of a position immediately below a roll center of a welding stand in the welding direction based on image information including molten steel discharged onto the outer surface of the pipe downstream of a position immediately below a roll center of the welding stand after electric resistance welding in the welding direction;
a welding condition determination unit that determines whether the electric resistance welding conditions are good or bad based on information on a temperature difference ΔT between an outer surface and an inner surface of the open pipe edge surface, a temperature Tc of the wall thickness central portion, the V convergence angle θ, and an area A of the discharged molten steel;
The welding management device for electric welded steel pipes is provided with:
前記溶接方向に対して電縫溶接後の溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼量に基づいて電縫溶接条件の良否を判定するにあたって、任意の前記V収束角度θに対して、所定の前記外表面温度T、所定の前記内表面温度T、所定の前記肉厚中央部の温度Tcが得られるよう溶接電力を調整する、請求項1に記載の電縫鋼管の溶接管理装置。 2. The welding management device for electric-resistance welded steel pipes according to claim 1, wherein, when judging the quality of electric-resistance welding conditions based on the amount of molten steel discharged onto the outer surface of the pipe downstream of a position directly below the roll center of the welding stand after electric-resistance welding in the welding direction, the welding power is adjusted so that a predetermined outer surface temperature T 0 , a predetermined inner surface temperature T i , and a predetermined central wall temperature Tc are obtained for any of the V-convergence angles θ. 請求項1または2に記載の電縫鋼管の溶接管理装置と、
電縫溶接前において、前記電縫溶接前エッジ温度検出部で検出されるオープン管エッジ表面の外表面温度T 、内表面温度T 、肉厚中央部の温度Tcおよび温度測定をした位置の座標を抽出するためのオープン管両エッジ表面の温度分布を撮像するエッジ温度分布撮影装置と、
電縫溶接前において、オープン管両エッジ部に沿って収束する直線によって形成される接合点、および
電縫溶接後において、溶接方向に対して溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼を撮影する溶接部撮影装置と、
を備える、電縫鋼管の溶接管理システム。
The welding management device for electric resistance welded steel pipes according to claim 1 or 2,
an edge temperature distribution photographing device for photographing the temperature distribution on both edge surfaces of the open pipe before electric resistance welding in order to extract the outer surface temperature T0 , the inner surface temperature Ti , the temperature Tc of the wall thickness center portion of the open pipe edge surface, and the coordinates of the positions where the temperatures are measured , which are detected by the edge temperature detection unit before electric resistance welding;
a welded portion photographing device for photographing a joint formed by straight lines converging along both edges of the open pipe before electric resistance welding, and for photographing molten steel discharged onto the outer surface of the pipe downstream of a position directly below the roll center of the welding stand in the welding direction after electric resistance welding;
A welding management system for electric welded steel pipes.
鋼板又は鋼帯に対して周方向に曲げ加工を施し、両エッジ部を突き合わせてオープン管とし、その後突き合わせたオープン管両エッジ部に対して、スタンドを用いてアプセットする電縫溶接により製造する電縫鋼管の溶接管理方法であって、
電縫溶接前において、少なくとも一方のオープン管エッジ表面の温度分布の画像と、前記温度分布の画像の画素情報から変換した空間座標とに基づいて、オープン管エッジ表面の外表面温度T、内表面温度T、肉厚中央部の温度Tcおよび温度測定をした位置の座標を検出する電縫溶接前エッジ温度検出工程と、
前記オープン管エッジ表面の外表面と内表面との温度差分ΔTを算出するエッジ温度差算出工程と、
前記オープン管両エッジ部に沿って収束する直線によって形成される接合点を含む領域の画像情報に基づいて、オープン管エッジ部に沿って収束する直線が成すV収束角度θを算出するV収束角度算出工程と、
溶接方向に対して電縫溶接後の溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼を含む画像情報に基づいて、溶接方向に対して前記溶接スタンドのロールセンター直下位置より下流側の管外面に排出された溶鋼面積Aを算出する溶接後排出溶鋼面積算出工程と、
前記オープン管エッジ表面の外表面と内表面との温度差分ΔTと、前記肉厚中央部の温度Tcと、前記V収束角度θと、前記排出された溶鋼面積Aの情報に基づいて、電縫溶接条件の良否を判定する溶接状態判定工程と、
を含む、電縫鋼管の溶接管理方法。
A method for managing welding of electric resistance welded steel pipes, which is manufactured by bending a steel plate or a steel strip in a circumferential direction, butting both edge portions together to form an open pipe, and then using a stand to upset both edge portions of the butted open pipe by electric resistance welding,
an edge temperature detection process before electric resistance welding, for detecting an outer surface temperature T0 , an inner surface temperature Ti, a wall thickness central temperature Tc , and coordinates of positions where the temperatures are measured on the open pipe edge surfaces based on an image of the temperature distribution on at least one open pipe edge surface and spatial coordinates converted from pixel information of the image of the temperature distribution;
an edge temperature difference calculation step of calculating a temperature difference ΔT between an outer surface and an inner surface of the open pipe edge;
a V-shaped convergence angle calculation step of calculating a V-shaped convergence angle θ formed by straight lines converging along the open pipe edge portions based on image information of a region including a junction formed by straight lines converging along both edge portions of the open pipe;
a post-welding discharged molten steel area calculation process for calculating an area A of molten steel discharged onto the outer surface of the pipe downstream of a position immediately below the roll center of the welding stand in the welding direction based on image information including molten steel discharged onto the outer surface of the pipe downstream of a position immediately below the roll center of the welding stand after electric resistance welding in the welding direction;
a welding condition determination process for determining whether the electric resistance welding conditions are good or bad based on information on a temperature difference ΔT between an outer surface and an inner surface of the open pipe edge surface, a temperature Tc of the wall thickness central portion, the V convergence angle θ, and an area A of the discharged molten steel;
The welding management method for electric resistance welded steel pipes includes:
請求項4に記載の電縫鋼管の溶接管理方法を用いて、電縫鋼管を製造する方法。 A method for manufacturing electric-resistance welded steel pipes using the welding management method for electric-resistance welded steel pipes described in claim 4.
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