JP2009214163A - Method for joining metal strip coil, and device therefor - Google Patents

Method for joining metal strip coil, and device therefor Download PDF

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JP2009214163A
JP2009214163A JP2008062746A JP2008062746A JP2009214163A JP 2009214163 A JP2009214163 A JP 2009214163A JP 2008062746 A JP2008062746 A JP 2008062746A JP 2008062746 A JP2008062746 A JP 2008062746A JP 2009214163 A JP2009214163 A JP 2009214163A
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metal strip
strip coil
coil
elongation
load
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Toshiyuki Shiraishi
利幸 白石
Atsushi Ishii
篤 石井
Daisuke Kasai
大輔 河西
Shigeru Ogawa
茂 小川
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Nippon Steel Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for joining metal strips where whether the joined part between metal strip coils is good can be determined with high reliability, and the improvement of productivity can be achieved, and to provide a device therefor. <P>SOLUTION: In the metal strip coil joining method where, before cold tandem rolling, the tail part of a preceding metal strip coil S1 and the tip part of the subsequent metal strip coil S2 are joined, so as to be a continuous coil, in a state where the part near the tail of the preceding metal strip coil S1 and the part near the tip of the subsequent metal strip coil S2 are clamped, external force or elongation obtained by multiplying prescribed tensile stress by the cross-sectional area of the joined part is applied to the joined part, and whether fracture is present in the joined part is detected, so as to determine whether the joined part is good. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、冷間圧延前に先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とを接合して連続コイルとする金属ストリップコイル接合方法およびその装置に関する。   The present invention relates to a metal strip coil joining method and apparatus for joining a rear end portion of a preceding metal strip coil and a front end portion of a succeeding metal strip coil to form a continuous coil before cold rolling.

生産性の向上およびオフゲージの減少を目的に、冷間タンデム圧延機はバッチ方式(1コイルごとに通板・尻抜けの圧延を行う方式)から連続方式(タンデム圧延機上流でコイルを接合して連続的に圧延を行う方式)に移行してきた。連続方式のためのコイルの接合装置としては、フラッシュバット溶接法やレーザ溶接法等の装置が既に開発され、実用化されている。   For the purpose of improving productivity and reducing off-gauge, the cold tandem rolling mill is connected from a batch method (a method that rolls through and strips every coil) to a continuous method (joining coils upstream of the tandem rolling mill). The method has been shifted to a continuous rolling method. As a coil joining device for the continuous method, devices such as a flash butt welding method and a laser welding method have already been developed and put into practical use.

近年、自動車用鋼板として用いられる高張力金属ストリップ材料(以降、ハイテンと称す)は、衝突安全性の向上や車輌重量の軽量化のため、その需要が増大している。ハイテンは普通鋼と比較してSi成分が多いため、溶接時にSi濃化層が形成されやすい。このSi濃化層は延性がないため、冷間タンデム圧延機で塑性変形を受けると破断しやすい特徴を持つ。このため、この濃化層をアップセットして、濃化層をストリップ外面に押し出し、その部分(ビート゛部分)をトリミングする方法が採用されている。しかしながら、この方法を用いても溶接は不十分な場合があり、そのため冷間タンデム圧延機(特に後段スタンド)での破断が多発している状況にある。   In recent years, the demand for high-strength metal strip materials (hereinafter referred to as “HITEN”) used as automobile steel sheets has been increasing in order to improve collision safety and reduce vehicle weight. Since high tensile steel has more Si components than ordinary steel, a Si concentrated layer is easily formed during welding. Since this Si-enriched layer is not ductile, it has a characteristic that it easily breaks when subjected to plastic deformation by a cold tandem rolling mill. For this reason, a method is employed in which the thickened layer is upset, the thickened layer is pushed out to the outer surface of the strip, and the portion (beat portion) is trimmed. However, even if this method is used, welding may be insufficient, and as a result, there are frequent breaks in a cold tandem rolling mill (especially a rear stage stand).

図3は従来のコイル接合機の例を示す模式図であり、溶接方式としてはフラッシュバット溶接機の場合を示すものである。図3において、このコイル溶接機は冷間タンデム圧延機の上流に設置されている。前記コイル接合機と冷間タンデム圧延機との間にはルーパーが設置されており、先行金属ストリップS1の後端部と後行金属ストリップS2の先端部を短時間停止することができる。この停止時間において、コイル溶接機で溶接する間、先行金属ストリップS1の後端部を固定台1に電極3でクランプし、シャー(図示しない)で切断して切断形状を整える。また、後行金属ストリップS2の先端部を移動台2に電極4でクランプし、シャー(図示しない)で切断して切断形状を整える。その後、固定台1側に移動台2を近づけ、固定台1と移動台2の電極間に電圧をかけた状態で先行金属ストリップS1の後端部と後行金属ストリップS2の先端部とを近接させてフラッシュを飛ばさせながら所定のアップセット代で急速に加圧して接合する。アップセット完了時には接合部にはバリが生じるので、このバリをトリマー(図示しない)によって除去する。その後、クランプを解除して溶接部の合否を目視によって判断するか、次に述べる従来の検査技術で接合部の合否の判断を行い、合格の場合には通板を行い、そうでない場合には検査結果で合格となるまで、接合作業および検査作業を繰り返す。   FIG. 3 is a schematic view showing an example of a conventional coil joining machine, and shows a case of a flash butt welding machine as a welding method. In FIG. 3, this coil welding machine is installed upstream of the cold tandem rolling mill. A looper is installed between the coil joining machine and the cold tandem rolling mill, and the trailing end of the preceding metal strip S1 and the leading end of the trailing metal strip S2 can be stopped for a short time. During this stop time, while welding with the coil welder, the rear end portion of the preceding metal strip S1 is clamped to the fixed base 1 with the electrode 3, and cut with a shear (not shown) to adjust the cutting shape. Moreover, the front-end | tip part of the succeeding metal strip S2 is clamped to the movement stand 2 with the electrode 4, and it cut | disconnects with a shear | shear (not shown), and arranges a cutting shape. Thereafter, the moving table 2 is brought close to the fixed table 1 side, and the rear end portion of the preceding metal strip S1 and the leading end portion of the following metal strip S2 are brought close to each other with a voltage applied between the electrodes of the fixed table 1 and the moving table 2. Then, it is pressed and bonded quickly at a predetermined upset cost while flashing. When the upset is completed, burrs are generated at the joint, and the burrs are removed by a trimmer (not shown). After that, release the clamp and judge the acceptance of the weld by visual inspection, or judge the acceptance of the joint with the conventional inspection technique described below, and if it passes, pass the plate, otherwise The joining operation and the inspection operation are repeated until the inspection result is acceptable.

上述した溶接不良を解決する方法として、例えば接合部の金属ストリップの幅方向両端部における突合せ量の差を精度良く検出し、設定値と比較することにより接合部の合否を判断する方法(例えば、特許文献1参照)や、接合部の温度分布を測定しその温度分布から接合部の合否を判断する方法(例えば、特許文献2参照)が開示されている。
特開平02−84278号公報 特開2005−342788号公報
As a method for solving the above-described welding failure, for example, a method of accurately detecting a difference in abutting amount at both end portions in the width direction of the metal strip of the joint portion, and comparing the set value with a set value (for example, a method of determining whether the joint portion is acceptable or not ( Patent Document 1) and a method of measuring the temperature distribution of the joint and determining whether the joint is acceptable from the temperature distribution (see, for example, Patent Document 2) are disclosed.
Japanese Patent Laid-Open No. 02-84278 JP 2005-342788 A

しかし、前記従来のいずれの接合部の検査方法も、接合部に荷重を負荷し接合部の破断または強度を直接検出して検査するものではない。このために、接合不良を見逃したり、逆に良好な接合部を接合不良と判断することがあった。このような信頼性の低い検査方法で生じる不合格品により、生産性の低下を招いていた。金属ストリップコイル接合部の検査方法、したがって検査方法を含む金属ストリップコイルの接合方法には、まだ改善の余地があった。   However, none of the conventional methods for inspecting a joint is to inspect by directly applying a load to the joint and detecting the fracture or strength of the joint. For this reason, there is a case where a bonding failure is overlooked or a good bonding portion is determined as a bonding failure. A rejected product produced by such a low-reliability inspection method has led to a decrease in productivity. There is still room for improvement in the method of inspecting the metal strip coil joint, and thus in the method of joining the metal strip coil including the inspection method.

本発明は、金属ストリップコイルの接合部の合否を高い信頼性で精度よく判断でき、生産性の向上を図ることができる金属ストリップ接合方法、およびその装置を提供することを課題としている。   SUMMARY OF THE INVENTION An object of the present invention is to provide a metal strip joining method and apparatus capable of accurately determining whether or not a joining portion of a metal strip coil is highly reliable and improving productivity.

本発明は、上記の課題を解決するためになされたものであって、発明の要旨は次のとおりである。
(1)熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを、冷間タンデム圧延前に、先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合方法において、前記先行金属ストリップコイルの後端寄りと後行金属ストリップコイルの先端寄りとを接合後にクランプした状態で、先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力又は0.2〜5.0%の伸びを付与し、接合部の破断の有無を検出し、接合部の合否を判断することを特徴とする金属ストリップコイル接合方法。
(2)熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを、冷間タンデム圧延前に、先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合方法において、前記先行金属ストリップコイルの後端寄りと後行金属ストリップコイルの先端寄りとを接合後にクランプした状態で、前記連続コイルの接合部に0.2〜5.0%の伸びに達するまで伸びを付与しながら伸びと荷重とを連続的に検出し、伸びに対する荷重の増分傾向から接合部の合否を判断することを特徴とする金属ストリップコイル接合方法。
(3)熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを、冷間タンデム圧延前に、先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合方法において、前記先行金属ストリップコイルの後端寄りと後行金属ストリップコイルの先端寄り接合後にクランプした状態で、前記連続コイルの接合部に先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力に達するまで荷重を付与しながら荷重と伸びを連続的に検出し、荷重に対する伸びの増分傾向から接合部の合否を判断することを特徴とする金属ストリップコイル接合方法。
(4)接合部の合否が否である場合、接合不良部を取り除き再接合することを特徴とする(1)、(2)又は(3)記載の金属ストリップコイル接合方法。
(5)冷間タンデム圧延機の上流に配置され、熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合装置において、接合後の前記先行金属ストリップコイルの後端寄りと後行金属ストリップコイルの先端寄りとを接合後にクランプした状態で、接合部に先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力又は0.2〜5.0%の伸びを付与する負荷付与手段と負荷付与手段と、前記外力又は伸びを制御する負荷付与制御手段と、接合部に前記外力又は伸びを付与した状態で該金属ストリップの接合部の破断状態を検出する破断検出手段と、前記破断状態を表示する検出結果表示手段とを具備したことを特徴とする金属ストリップコイル接合装置。
(6)冷間タンデム圧延機の上流に配置され、熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合装置において、前記連続コイルの接合部に0.2〜5.0%の伸びに達するまで伸びを付与する負荷付与手段と、前記伸びを制御する負荷付与制御手段と、前記伸びの付与中に伸びと荷重とを連続的に検出する伸び・荷重検出手段と、伸びに対する荷重の増分傾向を表示する検出結果表示手段とを具備したことを特徴とする金属ストリップコイル接合装置。
(7)冷間タンデム圧延機の上流に配置され、熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合装置において、先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力の荷重に達するまで伸びを付与する負荷付与手段と、前記荷重を制御する負荷付与制御手段と、前記荷重の付与中に荷重と伸びとを連続的に検出する荷重・伸び検出手段と、荷重に対する伸びの増分傾向を表示する検出結果表示手段とを具備したことを特徴とする金属ストリップコイル接合装置。
The present invention has been made to solve the above problems, and the gist of the invention is as follows.
(1) A metal strip coil after hot rolling or a metal strip coil after hot rolling / pickling is subjected to a rear end portion of a preceding metal strip coil and a front end portion of a subsequent metal strip coil before cold tandem rolling. In the metal strip coil joining method for joining to a continuous coil, 0.2% of the preceding metal strip is clamped after joining the back end of the preceding metal strip coil and the end of the succeeding metal strip coil after joining. Compare the external force obtained by multiplying the proof stress by the thickness and width of the preceding metal strip and the external force obtained by multiplying the 0.2% proof strength of the subsequent metal strip by the thickness and width of the subsequent metal strip. A metal strip coil joining method characterized by providing 0.2 to 5.0% elongation, detecting the presence or absence of breakage of the joint, and judging whether or not the joint is acceptable.
(2) The metal strip coil after hot rolling or the metal strip coil after hot rolling / pickling is subjected to the rear end portion of the preceding metal strip coil and the front end portion of the subsequent metal strip coil before cold tandem rolling. In the metal strip coil joining method for joining to a continuous coil, a portion near the rear end of the preceding metal strip coil and a portion near the front end of the succeeding metal strip coil are clamped after joining, and 0 is applied to the joint portion of the continuous coil. A metal strip coil characterized by continuously detecting elongation and load while applying elongation until reaching an elongation of 2 to 5.0%, and judging whether the joint is acceptable or not based on an incremental tendency of the load with respect to elongation. Joining method.
(3) The metal strip coil after hot rolling or the metal strip coil after hot rolling / pickling is subjected to a rear end portion of the preceding metal strip coil and a front end portion of the subsequent metal strip coil before cold tandem rolling. In the metal strip coil joining method, the preceding metal strip is joined to the joining portion of the continuous coil in a state of being clamped after joining the rear end of the preceding metal strip coil and the front end of the succeeding metal strip coil. The external force obtained by multiplying the 0.2% proof stress of the preceding metal strip by the plate thickness and the plate width and the external force obtained by multiplying the 0.2% proof stress of the succeeding metal strip by the plate thickness and the plate width of the succeeding metal strip It is characterized by continuously detecting the load and elongation while applying a load until the lower external force is reached, and judging whether the joint is acceptable or not from the incremental tendency of the elongation with respect to the load. Genus strip coil bonding methods.
(4) The metal strip coil joining method according to (1), (2) or (3), wherein when the joining part is accepted or rejected, the joining defective part is removed and rejoining is performed.
(5) The metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is disposed upstream of the cold tandem rolling mill, and the rear end of the preceding metal strip coil and the trailing metal strip coil In the metal strip coil joining apparatus which joins with a front-end | tip part and makes it a continuous coil, it joins in the state which clamped after the back end of the preceding metal strip coil after joining, and the front end side of a succeeding metal strip coil after joining The external force obtained by multiplying the 0.2% proof stress of the preceding metal strip by the plate thickness and width of the preceding metal strip, and the external force obtained by multiplying the 0.2% proof stress of the succeeding metal strip by the plate thickness and plate width of the subsequent metal strip. A load applying means for applying a lower external force or elongation of 0.2 to 5.0%, a load applying means, a load applying control means for controlling the external force or elongation, and a joint portion. A metal strip coil joining apparatus comprising: a break detecting means for detecting a broken state of a joint portion of the metal strip in a state where the external force or elongation is applied; and a detection result display means for displaying the broken state. .
(6) The metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is disposed upstream of the cold tandem rolling mill, and the rear end of the preceding metal strip coil and the trailing metal strip coil In a metal strip coil joining apparatus that joins at a tip portion to form a continuous coil, a load applying unit that applies elongation to the joined portion of the continuous coil until reaching an elongation of 0.2 to 5.0%, and the elongation. A load application control means for controlling, an elongation / load detection means for continuously detecting the elongation and the load during the application of the elongation, and a detection result display means for displaying an incremental tendency of the load with respect to the elongation. A metal strip coil joining device.
(7) Located upstream of the cold tandem rolling mill, the metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is used for the rear end of the preceding metal strip coil and the trailing metal strip coil. In the metal strip coil joining apparatus which joins with a front-end | tip part and makes it a continuous coil, 0.2% proof stress of a preceding metal strip multiplied by board thickness and board width of a preceding metal strip, and 0.2% of a succeeding metal strip A load applying means for comparing the external force obtained by multiplying the plate strength and the plate width of the trailing metal strip by the% proof stress and applying elongation until reaching the load of the lower external force, and a load applying control means for controlling the load; A metal comprising load / elongation detection means for continuously detecting the load and elongation during the application of the load, and detection result display means for displaying an incremental tendency of the elongation with respect to the load. Trip coil bonding apparatus.

本発明は、鋼、ステンレス鋼、チタンなどの金属ストリップに適用される。接合方法として、溶接(レーザ、フラッシュバット、超音波)、圧接(振動溶着)などが用いられる。   The present invention applies to metal strips such as steel, stainless steel, and titanium. As a joining method, welding (laser, flash bat, ultrasonic), pressure welding (vibration welding), or the like is used.

本発明は、破断を含めて接合強度を直接検出するので、高い信頼性でコイル接合部の検査がなされる。例えば、ハイテンのような溶接困難な高級材料であってもコイル接合部の溶接不良が見逃されることはない。この結果、冷間タンデム圧延時における板破断が解消され、生産性の向上を図ることができる。   Since the present invention directly detects the joint strength including breakage, the coil joint is inspected with high reliability. For example, even a high-grade material that is difficult to weld, such as high tension, does not miss the welding failure of the coil joint. As a result, plate breakage during cold tandem rolling is eliminated, and productivity can be improved.

図1は、本発明のコイル接合機の例を示す模式図であり、溶接方式としてはフラッシュバット溶接機の場合を示すものである。図1において、このコイル溶接機は冷間タンデム圧延機の上流に設置され、かつ、該溶接機と冷間タンデム圧延機との間にルーパー(図示しない)が設置されている。先行金属ストリップS1の後端部と後行金属ストリップS2の先端部を短時間停止することができる。この停止時間において、溶接機で溶接する間、先行金属ストリップS1の後端部を固定台1に電極3でクランプし、シャー(図示しない)で切断して切断形状を整える。また、後行金属ストリップS2の先端部を移動台2に電極4でクランプし、シャーで切断して切断形状を整える。その後、固定台1側に移動台2を近づけ、固定台1と移動台2の電極間3、4に電圧をかけた状態で先行金属ストリップS1の後端部と後行金属ストリップS2の先端部とを近接させてフラッシュを飛ばしながら所定のアップセット代で急速に加圧して接合する。アップセット完了時には溶接部(接合部)にはバリが生じるので、このバリをトリマー(図示しない)で除去する。   FIG. 1 is a schematic diagram showing an example of a coil joining machine according to the present invention, and shows a case of a flash butt welder as a welding method. In FIG. 1, this coil welding machine is installed upstream of a cold tandem rolling mill, and a looper (not shown) is installed between the welding machine and the cold tandem rolling mill. The trailing end of the preceding metal strip S1 and the leading end of the trailing metal strip S2 can be stopped for a short time. During this stop time, during welding with the welding machine, the rear end portion of the preceding metal strip S1 is clamped to the fixed base 1 with the electrode 3, and cut with a shear (not shown) to adjust the cutting shape. Moreover, the front-end | tip part of the trailing metal strip S2 is clamped to the moving stand 2 with the electrode 4, and it cut | disconnects with a shear, and arranges a cutting shape. Thereafter, the moving table 2 is brought close to the fixed table 1 side, and the voltage is applied between the electrodes 3 and 4 of the fixed table 1 and the moving table 2, and the leading end of the preceding metal strip S1 and the leading end of the trailing metal strip S2 are applied. And pressurizing quickly and joining at a predetermined upset cost while flashing the flash. When the upset is completed, burrs are generated in the welded portion (joined portion), and the burrs are removed with a trimmer (not shown).

溶接後、固定台1に取り付けた油圧シリンダー5で先行材もしくは後行材の0.2%耐力に溶接部の断面積を乗じた外力を付与する。付与された外力は、移動台2に取り付けたロードセル8で検出され、所定の外力となるように負荷付与制御手段10で油圧シリンダー5のストロークが制御される。負荷付与制御手段10には、負荷する外力があらかじめ設定されている。溶接部に外力が負荷された状態で、溶接部下部に設置された光源6で溶接部全幅にわたり照明する。溶接部上部に設置された受光器(光センサー)7を用いて溶接部からの漏洩する光を検出する。検出結果は、検出結果表示手段(モニター)12に表示される。検出結果表示手段10に表示された溶接部の状態を目視で観察し、溶接部に異常があるかどうかを判断する。漏洩光が検出された場合、溶接部は不合格と判断される。受光器7からの信号をコンピューター(図示しない)に入力し、コンピューターで漏洩光の有無を判断し、自動的に溶接部の合否を決定するようにしてもよい。   After welding, an external force obtained by multiplying the 0.2% proof stress of the preceding material or the following material by the cross-sectional area of the welded portion is applied by the hydraulic cylinder 5 attached to the fixed base 1. The applied external force is detected by the load cell 8 attached to the movable table 2, and the stroke of the hydraulic cylinder 5 is controlled by the load application control means 10 so as to be a predetermined external force. The load application control means 10 is preset with an external force to be loaded. In the state where an external force is applied to the welded portion, the light source 6 installed at the lower part of the welded portion is illuminated over the entire width of the welded portion. Light leaking from the welded portion is detected using a light receiver (light sensor) 7 installed on the upper portion of the welded portion. The detection result is displayed on the detection result display means (monitor) 12. The state of the welded portion displayed on the detection result display means 10 is visually observed to determine whether there is an abnormality in the welded portion. If leakage light is detected, the weld is determined to be rejected. It is also possible to input a signal from the light receiver 7 to a computer (not shown), determine the presence or absence of leakage light with the computer, and automatically determine whether the welded part is acceptable.

上記の付与された外力は少なくとも先行材もしくは後行材のどちらかの鋼板の塑性変形応力に達している。これにより、溶接不良がある場合は、塑性変形の生じている部分と生じていない部分との変形量の差から隙間が生じる。この隙間からの光の漏洩を検出するので、付与する外力は、先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力、であることが望ましい。この0.2%耐力の誤差としては、一般的な金属の加工硬化から考えて、±10%以内であれば特に問題は無く、±5%程度以内であればさらに好ましい。   The applied external force reaches at least the plastic deformation stress of the steel sheet of either the preceding material or the following material. Thereby, when there is poor welding, a gap is generated due to a difference in deformation amount between a portion where plastic deformation occurs and a portion where plastic deformation does not occur. Since the leakage of light from this gap is detected, the applied external force is 0.2% of the preceding metal strip multiplied by the plate thickness and the plate width of the preceding metal strip, and 0.2% of the following metal strip. It is desirable that the external force is lower than the external force obtained by multiplying the proof stress by the plate thickness and the plate width of the subsequent metal strip. The error of 0.2% proof stress is not particularly problematic as long as it is within ± 10% in view of general work hardening of metals, and more preferably within about ± 5%.

本発明の金属ストリップコイル接合方法の他の形態では、アップセットとバリ除去後に、固定台1に取りつけた位置検出機能を有する油圧シリンダー5で0.2〜5.0%の伸びが生じるようにシリンダー位置を制御する。その際、溶接部下部に設置された光源6と、溶接部上部に設置された受光器7を用いて上記方法と同様に溶接部の合否を判断する。接合不良がある場合、0.2%以上の伸びを付与されるとき、光源6から発し、接合不良部から漏洩した光を受光器7で検出することができる。一方、5%以上の伸びを付与するのは設備的に大掛かりになるので好ましくない。   In another embodiment of the metal strip coil joining method of the present invention, after upsetting and removal of burrs, an elongation of 0.2 to 5.0% occurs in the hydraulic cylinder 5 having a position detecting function attached to the fixed base 1. Control cylinder position. At that time, whether or not the welded portion is acceptable is determined using the light source 6 installed at the lower portion of the welded portion and the light receiver 7 installed at the upper portion of the welded portion in the same manner as the above method. In the case where there is a bonding failure, when the elongation of 0.2% or more is given, the light emitted from the light source 6 and leaked from the bonding failure portion can be detected by the light receiver 7. On the other hand, imparting an elongation of 5% or more is not preferable because it requires a large amount of equipment.

本発明の金属ストリップコイル接合方法のさらに他の形態では、前記アップセットとバリ除去後に、固定台1に取りつけられたストローク検出機能を有する油圧シリンダー5を所定の伸びが生じるように負荷付与制御装置10でストロークを制御する。同時に移動台2に取り付けられたロードセル8によって付与された荷重を連続的に検出する。検出された伸びおよび荷重は、伸び−荷重図として検出結果表示装置12に表示される。伸び−荷重図で伸びに対する荷重の増分傾向を目視で観察し、溶接部の合否を判断する。荷重が伸びに対し急激に低下した場合、溶接部に割れが発生したとみなし、溶接部は不合格と判断される。なお、上記方法とは逆に、荷重に対する伸びを検出し、荷重に対する伸びの増分傾向から溶接部の合否を判断することもできる。伸びおよび荷重の検出値をコンピューター(図示しない)に入力し、コンピューターで伸びに対する荷重の変化率を求める。そして、求めた変化率とあらかじめ設定したしきい値とを比較して、溶接部の合否を自動的に判断するようにしてもよい。   In still another embodiment of the metal strip coil joining method of the present invention, a load application control device is provided so that a predetermined elongation occurs in the hydraulic cylinder 5 having a stroke detecting function attached to the fixed base 1 after the upset and the burr removal. 10 to control the stroke. At the same time, the load applied by the load cell 8 attached to the movable table 2 is continuously detected. The detected elongation and load are displayed on the detection result display device 12 as an elongation-load diagram. In the elongation-load diagram, the incremental tendency of the load with respect to the elongation is visually observed to determine whether the weld is acceptable or not. When the load decreases rapidly with respect to elongation, it is considered that a crack has occurred in the welded portion, and the welded portion is determined to be rejected. In contrast to the above method, it is also possible to detect the elongation with respect to the load and determine whether or not the welded portion is acceptable from the incremental tendency of the elongation with respect to the load. The detected values of elongation and load are input to a computer (not shown), and the rate of change of load with respect to elongation is obtained by the computer. Then, the pass / fail of the welded portion may be automatically determined by comparing the obtained rate of change with a preset threshold value.

ここで、接合強度の信頼性実験について説明する。供試コイルとして板厚1.0mm、板幅1240mmのハイテン(製品で980MPa級)を用いた。コイル溶接後、所定の伸び率(ここでは3%)または所定の応力(ここでは490MPa(外力としては607.6kN)を付与した。溶接方法はフラッシュバット溶接とし、溶接条件を変えて、(イ)アップセット量を少なくして溶接部のSi濃化層を故意に残し確実に破断するもの、(ロ)通常の接合条件で破断するかしないか分からないもの、(ハ)アップセット量を多くし、溶接時の酸化を防止するために溶接部全体を不活性ガスでシールし、アップセット時間を長くしてほとんど破断しないものの条件で、溶接部下部に設置した光源6と、溶接部上部に設置した受光器7を用いてそれぞれ100個の条件で溶接部の良・不良を調べた。   Here, a reliability experiment of the bonding strength will be described. As a test coil, Hiten (a 980 MPa class product) having a plate thickness of 1.0 mm and a plate width of 1240 mm was used. After coil welding, a predetermined elongation rate (here, 3%) or a predetermined stress (here, 490 MPa (external force is 607.6 kN) was applied. The welding method was flash butt welding, and the welding conditions were changed. (1) Intentionally leaving the Si-enriched layer in the weld zone with a small amount of upset and breaking reliably (b) Do not know whether or not to break under normal joining conditions, (c) Larger upset amount In order to prevent oxidation during welding, the entire welded portion is sealed with an inert gas, and the upset time is lengthened so that it hardly breaks. Using the installed light receiver 7, the quality of the welded part was examined under 100 conditions.

確実に破断する溶接条件(イ)では、伸びまたは応力を付与した際に、破断接合部に不良部が81%の確率で検出された。(ロ)破断するかしないか分からないものの溶接条件では、伸びまたは応力を付与した際に、破断または接合部に不良部が38%の確率で検出された。なお、(ハ)ほとんど破断しない溶接条件では、伸びまたは応力を付与した際に、破断または接合部に不良部は無かった。   Under the welding conditions (a) for reliably breaking, when elongation or stress was applied, a defective portion was detected at a fracture joint with a probability of 81%. (B) Under welding conditions where it was not known whether or not to break, when elongation or stress was applied, a defective portion was detected at a fracture or joint at a probability of 38%. In addition, (c) Under the welding conditions that hardly break, when elongation or stress was applied, there was no defective portion in the fracture or joint.

図2にコイル接合後、一定速度で伸びを所定の値まで付与した場合の時間と外力変化の関係を示す。なお、この場合一定速度で伸びを付与しているので横軸は伸びと比例関係にある。供試コイルは、板厚1.0mm、板幅1240mmのハイテン(製品で980MPa級)であった。供試コイルの形状の条件としては、フラット(急峻度0.5%以下:記号○)、端伸び(急峻度2.5〜3.0%:記号●、□)のものを用いた。所定の伸び率は3%とした。
図2において○と●は前記(ハ)の条件で溶接したものであり、□は前記(ロ)の条件で溶接したものである。
FIG. 2 shows the relationship between time and external force change when elongation is applied to a predetermined value at a constant speed after coil joining. In this case, since the elongation is applied at a constant speed, the horizontal axis is proportional to the elongation. The test coil was Hiten (980 MPa class product) with a plate thickness of 1.0 mm and a plate width of 1240 mm. As the conditions of the shape of the test coil, flat (steepness 0.5% or less: symbol ◯) and end elongation (steepness 2.5 to 3.0%: symbols ●, □) were used. The predetermined elongation was 3%.
In FIG. 2, ○ and ● are welded under the condition (c), and □ is welded under the condition (b).

図2に時間と荷重の関係をモニターに表示し、オペレータがこの急激な荷重増分変動の変化があるかどうかでチェックしたものを示す。3条件とも板形状によって荷重増分の最初の立ち上がりが異なるものの、その後の荷重増分は板形状の影響を受けていない。(ロ)の条件で溶接した破断に至らない溶接不良を持つ記号□の条件は、その後の荷重増分に変化が認められ、荷重が部分的に低下する。この部分的低下は0.2%以上の伸びを与えないと発見できないことがあるので、0.2%以上の伸びを付与することが望ましい。また、供試コイルが急峻度2%以上のような板形状であれば、この荷重低下現象の発生が遅れることがあり、この場合、好ましくは0.5%以上の伸びを付与することが望ましく、3%の伸びを付与するのはさらに好ましい。一方、5%以上の伸びを付与するのは設備的に大掛かりになるので好ましくない。
さらに、板形状の異なる供試コイルについて、同じ伸び付与条件で他の溶接条件でも実験を行った。その結果、確実に破断するものの溶接条件(イ)では、破断接合部に不良部が100%の確率で検出された。また、破断するかしないか分からないものの溶接条件(ロ)では、接合部に良部が90%確率で検出された。なお、ほとんど破断しない溶接条件(ハ)では、接合部に不良部は無かった。
FIG. 2 shows the relationship between time and load on a monitor, and shows what the operator has checked to see if there is a change in this sudden load change. Although the initial rise of the load increment differs depending on the plate shape in all three conditions, the subsequent load increment is not affected by the plate shape. Under the condition of (b), the condition of the symbol □ having a weld failure that does not lead to breakage is observed, and a change is observed in the subsequent load increment, and the load is partially reduced. Since this partial decrease may not be found unless an elongation of 0.2% or more is given, it is desirable to give an elongation of 0.2% or more. Further, if the test coil has a plate shape with a steepness of 2% or more, the occurrence of this load reduction phenomenon may be delayed. In this case, it is desirable to give an elongation of preferably 0.5% or more. It is more preferable to give an elongation of 3%. On the other hand, imparting an elongation of 5% or more is not preferable because it requires a large amount of equipment.
Furthermore, the test coils having different plate shapes were also tested under the same elongation imparting conditions and other welding conditions. As a result, a defective part was detected with a probability of 100% in the fractured joint under the welding conditions (A) of the one that surely fractured. Moreover, although it was not known whether it fractured or not, a good part was detected with a 90% probability at the joint under the welding conditions (b). In addition, in the welding conditions (c) that hardly break, there were no defective portions in the joint.

図1に示したコイル溶接機を調質圧延機に用いて試験を行った。この溶接機を、冷間タンデム圧延機入側に設置した。なお、溶接機と冷間タンデム圧延機の間にはルーパーが設置されており、冷間タンデム圧延速度の減速時の250m/minに溶接機において金属ストリップは最大40秒間停止できる。実験に用いた材料は、質量%でC:0.08%、Si:1.3%、Mn:1.7%、P:0.01%、S:0.02%の高張力鋼板の熱間圧延・酸洗後の金属ストリップである。素材の板厚は3.0mm、板幅は1240mmである。冷間タンデム圧延機は5スタンドからなり、すべて4重圧延機である。冷延率は約67%で、5スタンド出側板厚は1mmである。スタンド間張力は147〜245MPaであり、後段に行くに従って高くなるように設定されている。   A test was performed using the coil welding machine shown in FIG. 1 as a temper rolling mill. This welding machine was installed on the cold tandem rolling mill inlet side. A looper is installed between the welding machine and the cold tandem rolling mill, and the metal strip can be stopped for a maximum of 40 seconds in the welding machine at 250 m / min when the cold tandem rolling speed is reduced. The materials used in the experiment were the heat of high-tensile steel sheets of C: 0.08%, Si: 1.3%, Mn: 1.7%, P: 0.01%, S: 0.02% by mass%. Metal strip after hot rolling and pickling. The plate thickness of the material is 3.0 mm and the plate width is 1240 mm. The cold tandem rolling mill consists of 5 stands, all of which are quadruple rolling mills. The cold rolling rate is about 67%, and the 5 stand outlet side plate thickness is 1 mm. The tension between the stands is 147 to 245 MPa, and is set to increase as going to the subsequent stage.

従来技術の例として、図3に示した溶接機を用いて上記コイルを300本(単重16トン)連続して行った場合と、本発明である図1に示した溶接機を用いて上記コイルを300本(単重16トン)を圧延した場合の破断回数で比較した。破断の有無は目視により判定した。   As an example of the prior art, a case where 300 coils (single weight 16 tons) are continuously performed using the welding machine shown in FIG. 3 and a case where the welding machine shown in FIG. Comparison was made by the number of breaks when 300 coils (single weight 16 tons) were rolled. The presence or absence of breakage was determined visually.

本発明の場合、コイル接合後、一定速度で伸びを所望の値(5%)まで付与し、時間と荷重の関係をモニターに表示し、オペレータがこの急激な荷重増分変動の変化があるかどうかで接合の合否を判断した。接合不良と判断された場合には、直ちに冷間タンデム圧延機の圧延速度を低減させ再溶接時間を確保した。   In the case of the present invention, after coil joining, elongation is applied at a constant speed to a desired value (5%), the relationship between time and load is displayed on the monitor, and the operator determines whether there is a change in this rapid load increment variation. Then, the pass / fail of the joint was judged. When it was judged that the joining was poor, the rolling speed of the cold tandem rolling mill was immediately reduced to secure the re-welding time.

従来技術の場合では、コイル300本のうち目視による溶接不良は検出できなかったが、63本が最終スタンド入り側で破断した。その際、破断毎にワークロール組み替え等に約15分間の圧延機は停止し、オフゲージは20m発生した。これに対し、本発明では、コイル300本のうち65本が溶接不良が検出されたが、再溶接し溶接不良を取り除くことにより板破断およびオフゲージはゼロであった。但し、減速したため、生産性は若干低下した。この生産性を圧延機の運転を停止した場合で評価すると合計で10分に相当した。   In the case of the prior art, among the 300 coils, no welding defect was visually detected, but 63 were broken on the final stand entering side. At that time, the rolling mill for about 15 minutes was stopped for each work break, such as reworking the work roll, and an off gauge was generated by 20 m. On the other hand, in the present invention, 65 of the 300 coils detected poor welding, but the plate breakage and off gauge were zero by re-welding to remove the poor welding. However, because of the slowdown, productivity decreased slightly. When this productivity was evaluated when the operation of the rolling mill was stopped, the total amounted to 10 minutes.

従来技術では溶接不良による板破断を十分に防止することができずに、オフゲージの発生や頻繁なロール交換によるミル停止に伴う生産性の低減を余儀なくさせられていたが、本発明によるとオフゲージおよび板破断は無くなり、生産性が向上した。   In the prior art, it was not possible to sufficiently prevent plate breakage due to poor welding, and it was forced to reduce productivity due to off-gauge generation and frequent mill change due to frequent roll replacement. The plate breakage disappeared and productivity was improved.

本発明の金属ストリップコイル接合装置の構成を示す模式図である。It is a schematic diagram which shows the structure of the metal strip coil joining apparatus of this invention. 本発明において、伸びに対する荷重の増分傾向から接合部の強度を検出する方法を説明する線図である。In this invention, it is a diagram explaining the method to detect the intensity | strength of a junction part from the increase tendency of the load with respect to elongation. 従来の金属ストリップコイル接合装置の構成を示す模式図である。It is a schematic diagram which shows the structure of the conventional metal strip coil joining apparatus.

符号の説明Explanation of symbols

S1 先行金属ストリップ
S2 後行金属ストリップ
1 固定台
2 移動台
3,4 電極
5 シリンダー
6 光源
7 受光器
8 ロードセル
10 負荷付与制御手段
12 検出結果表示手段
S1 Lead metal strip S2 Trailing metal strip 1 Fixed base 2 Moving base 3, 4 Electrode 5 Cylinder 6 Light source 7 Light receiver 8 Load cell 10 Load application control means 12 Detection result display means

Claims (7)

熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを、冷間タンデム圧延前に、先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合方法において、前記先行金属ストリップコイルの後端寄りと後行金属ストリップコイルの先端寄りとを接合後にクランプした状態で、接合部に先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力又は0.2〜5.0%の伸びを付与し、接合部の破断の有無を検出し、接合部の合否を判断することを特徴とする金属ストリップコイル接合方法。   The metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is joined at the rear end of the preceding metal strip coil and the front end of the subsequent metal strip coil before cold tandem rolling. In the metal strip coil joining method using a continuous coil, 0.2% of the preceding metal strip is joined to the joining portion in a state where the back end of the preceding metal strip coil and the end of the following metal strip coil are clamped after joining. Compare the external force obtained by multiplying the proof stress by the thickness and width of the preceding metal strip and the external force obtained by multiplying the 0.2% proof strength of the subsequent metal strip by the thickness and width of the subsequent metal strip. A metal strip coil joining method characterized by providing 0.2 to 5.0% elongation, detecting the presence or absence of breakage of the joint, and judging whether or not the joint is acceptable. 熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを、冷間タンデム圧延前に、先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合方法において、前記先行金属ストリップコイルの後端寄りと後行金属ストリップコイルの先端寄りとを接合後にクランプした状態で、前記連続コイルの接合部に0.2〜5.0%の伸びに達するまで伸びを付与しながら伸びと荷重とを連続的に検出し、伸びに対する荷重の増分傾向から接合部の合否を判断することを特徴とする金属ストリップコイル接合方法。   The metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is joined at the rear end of the preceding metal strip coil and the front end of the subsequent metal strip coil before cold tandem rolling. In the metal strip coil joining method for forming a continuous coil, 0.2 to the joined portion of the continuous coil is clamped after joining the rear end of the preceding metal strip coil and the front end of the succeeding metal strip coil. A metal strip coil joining method characterized by continuously detecting elongation and load while imparting elongation until reaching 5.0% elongation, and judging whether or not the joint is acceptable from the incremental tendency of the load relative to elongation. 熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを、冷間タンデム圧延前に、先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合方法において、前記先行金属ストリップコイルの後端寄りと後行金属ストリップコイルの先端寄りとを接合後にクランプした状態で、前記連続コイルの接合部に先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力に達するまで荷重を付与しながら荷重と伸びを連続的に検出し、荷重に対する伸びの増分傾向から接合部の合否を判断することを特徴とする金属ストリップコイル接合方法。   The metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is joined at the rear end of the preceding metal strip coil and the front end of the subsequent metal strip coil before cold tandem rolling. In the metal strip coil joining method of forming a continuous coil, the leading metal strip coil is joined to the joining portion of the continuous coil in a state where the back end of the preceding metal strip coil and the end of the following metal strip coil are clamped after joining. The external force obtained by multiplying the 0.2% proof stress by the thickness and width of the preceding metal strip is lower than the external force obtained by multiplying the 0.2% proof strength of the succeeding metal strip by the thickness and width of the subsequent metal strip. The load is characterized by continuously detecting the load and elongation while applying the load until reaching the external force, and judging whether the joint is acceptable or not based on the incremental tendency of the elongation with respect to the load. Strip coil bonding methods. 接合部の合否が否である場合、接合不良部を取り除き再接合することを特徴とする請求項1、2又は3記載の金属ストリップコイル接合方法。   4. The metal strip coil joining method according to claim 1, wherein when the joining part is accepted or rejected, the joining defective part is removed and rejoining is performed. 冷間タンデム圧延機の上流に配置され、熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合装置において、接合後の前記先行金属ストリップコイルの後端寄りと後行金属ストリップコイルの先端寄りとを接合後にクランプした状態で、接合部に先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力又は0.2〜5.0%の伸びを付与する負荷付与手段と、前記外力又は伸びを制御する負荷付与制御手段と、接合部に前記外力又は伸びを付与した状態で該金属ストリップの接合部の破断状態を検出する破断検出手段と、前記破断状態を表示する検出結果表示手段とを具備したことを特徴とする金属ストリップコイル接合装置。   Located upstream of the cold tandem rolling mill, the metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is connected to the rear end of the preceding metal strip coil and the front end of the subsequent metal strip coil. In the metal strip coil joining apparatus joined to form a continuous coil, the preceding metal strip coil is joined to the joining portion in a state where the back end of the preceding metal strip coil and the front end of the succeeding metal strip coil are joined and clamped after joining. Comparison of the external force obtained by multiplying the 0.2% proof stress of the strip by the thickness and width of the preceding metal strip and the external force obtained by multiplying the 0.2% proof strength of the succeeding metal strip by the thickness and width of the subsequent metal strip Load applying means for applying a lower external force or elongation of 0.2 to 5.0%, load applying control means for controlling the external force or elongation, and applying the external force or elongation to the joint. Given by a fracture detection means for detecting the rupture state of the joint portion of the metal strip in state, the detection result display means and the metal strip coil bonding apparatus characterized by comprising the displaying the break state. 冷間タンデム圧延機の上流に配置され、熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合装置において、前記連続コイルの接合部に0.2〜5.0%の伸びに達するまで伸びを付与する負荷付与手段と、前記伸びを制御する負荷付与制御手段と、前記伸びの付与中に伸びと荷重とを連続的に検出する伸び・荷重検出手段と、伸びに対する荷重の増分傾向を表示する検出結果表示手段とを具備したことを特徴とする金属ストリップコイル接合装置。   Located upstream of the cold tandem rolling mill, the metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is connected to the rear end of the preceding metal strip coil and the front end of the subsequent metal strip coil. In the metal strip coil joining apparatus joined to form a continuous coil, a load applying means for applying elongation until the elongation of the continuous coil reaches 0.2 to 5.0%, and a load for controlling the elongation It is characterized by comprising an application control means, an elongation / load detection means for continuously detecting the elongation and the load during the application of the elongation, and a detection result display means for displaying an incremental tendency of the load with respect to the elongation. Metal strip coil joining device. 冷間タンデム圧延機の上流に配置され、熱間圧延後の金属ストリップコイル又は熱間圧延・酸洗後の金属ストリップコイルを先行金属ストリップコイルの後端部と後行金属ストリップコイルの先端部とで接合して連続コイルとする金属ストリップコイル接合装置において、先行金属ストリップの0.2%耐力に先行金属ストリップの板厚と板幅を乗じた外力と後行金属ストリップの0.2%耐力に後行金属ストリップの板厚と板幅を乗じた外力とを比較し低い方の外力に達するまで伸びを付与する負荷付与手段と、前記荷重を制御する負荷付与制御手段と、前記荷重の付与中に荷重と伸びとを連続的に検出する荷重・伸び検出手段と、荷重に対する伸びの増分傾向を表示する検出結果表示手段とを具備したことを特徴とする金属ストリップコイル接合装置。   Located upstream of the cold tandem rolling mill, the metal strip coil after hot rolling or the metal strip coil after hot rolling and pickling is connected to the rear end of the preceding metal strip coil and the front end of the subsequent metal strip coil. In the metal strip coil joining device, which is joined to form a continuous coil, the 0.2% proof stress of the preceding metal strip is multiplied by the thickness and width of the preceding metal strip, and the 0.2% proof stress of the succeeding metal strip. Comparing the external force obtained by multiplying the plate thickness and the plate width of the trailing metal strip and applying the load until the lower external force is reached, the load applying control unit for controlling the load, and during applying the load And a detection result display means for displaying an incremental tendency of the elongation with respect to the load. Le bonding apparatus.
JP2008062746A 2008-03-12 2008-03-12 Method for joining metal strip coil, and device therefor Withdrawn JP2009214163A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20210231545A1 (en) * 2020-01-24 2021-07-29 Shimadzu Corporation Material test machine and method for controlling material test machine
US12105059B2 (en) * 2020-01-24 2024-10-01 Shimadzu Corporation Material test machine and method for controlling material test machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20210231545A1 (en) * 2020-01-24 2021-07-29 Shimadzu Corporation Material test machine and method for controlling material test machine
US12105059B2 (en) * 2020-01-24 2024-10-01 Shimadzu Corporation Material test machine and method for controlling material test machine

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