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JP5625744B2 - Detection method of steel strip weld seam in forged steel pipe manufacturing - Google Patents
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JP5625744B2 - Detection method of steel strip weld seam in forged steel pipe manufacturing - Google Patents

Detection method of steel strip weld seam in forged steel pipe manufacturing Download PDF

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JP5625744B2
JP5625744B2 JP2010239989A JP2010239989A JP5625744B2 JP 5625744 B2 JP5625744 B2 JP 5625744B2 JP 2010239989 A JP2010239989 A JP 2010239989A JP 2010239989 A JP2010239989 A JP 2010239989A JP 5625744 B2 JP5625744 B2 JP 5625744B2
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load
steel strip
edge roll
seam
steel
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JP2012091195A (en
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鈴木 勝也
勝也 鈴木
保 相場
保 相場
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JFE Steel Corp
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本発明は、鍛接鋼管製造における鋼帯溶接継目部の検出方法に関し、詳しくは、製品不良部である溶接継目部(鋼帯溶接継目部、すなわち鋼帯同士の長手方向端部の継ぎ溶接による溶接継目部の意。以下同じ)を確実に検出できて、特に、造管後の、樹脂を被覆する前に、溶接継目部を確実に検出して除去するとともに、溶接継目部がエッジロールを通過する時に発生する衝撃圧力によるエッジロールの磨耗を軽減する、鍛接鋼管製造における鋼帯溶接継目部の検出方法に関する。   TECHNICAL FIELD The present invention relates to a method for detecting a steel strip weld seam in forged steel pipe production, and more specifically, a weld seam that is a defective product portion (welding by a steel strip weld seam, that is, welding by joint welding of longitudinal ends of steel strips). The same is true for the seam, the same applies to the following), especially after pipe making and before coating the resin, the weld seam is reliably detected and removed, and the weld seam passes the edge roll. The present invention relates to a method for detecting a welded seam portion of a steel strip in forged welded pipe production, which reduces wear of an edge roll due to impact pressure generated when the steel strip is welded.

鍛接鋼管は、鋼帯を加熱炉で加熱し、成形ロールによる鍛着及び加工、絞り圧延機による外径・管厚調整の工程を経て、所定長さの鋼管に切断して製造される。この製造工程をコイル毎に単独に行うと生産性が著しく低下するので、前記加熱炉に装入する鋼帯の長手方向端部を順次溶接(継ぎ溶接)して連続的に通板し製造する。従って、製造した鋼管には、相前後する鋼帯同士が溶接された鋼帯溶接継目部(以下、単に、継目部ともいう)が発生する。この継目部を含む鋼管は継目部を含まない製品鋼管と比較して機械的強度に劣るため、製品の品質管理上、継目部を確実に検出して、造管後の製造ライン途中の所定長さに切断した早い段階で除去する必要がある。特に、製造した鋼管に樹脂被覆を施す場合、樹脂が被覆されると外観から継目部が全く見えなくなって検出が著しく難しくなるため、樹脂被覆工程の前に確実に継目部を検出して除去する必要がある。   A forged steel pipe is manufactured by heating a steel strip in a heating furnace, cutting it into a steel pipe of a predetermined length through steps of forging and processing with a forming roll and adjusting the outer diameter and pipe thickness with a drawing mill. If this manufacturing process is carried out independently for each coil, the productivity is remarkably reduced. Therefore, the longitudinal ends of the steel strip to be charged in the heating furnace are successively welded (joint welded) to continuously pass through and manufacture. . Therefore, a steel strip welded seam portion (hereinafter also simply referred to as a seam portion) in which adjacent steel strips are welded to each other is generated in the manufactured steel pipe. The steel pipe including the seam is inferior in mechanical strength compared to the product steel pipe not including the seam. Therefore, for quality control of the product, the seam is reliably detected, and a predetermined length in the middle of the production line after pipe making is obtained. It is necessary to remove at an early stage after cutting. In particular, when a resin coating is applied to a manufactured steel pipe, the seam is completely invisible from the appearance when the resin is coated, making detection extremely difficult. Therefore, the seam is reliably detected and removed before the resin coating process. There is a need.

従来、継目部の検出方法としては、特許文献1に、鋼帯溶接直後に溶接部にスプレーマーキングでペイントを施し、継目部の検出工程でレーザーセンサー等を用いて未ペイント部と識別して継目部を検出する方法が開示されている。
また、特許文献2には、継目部を板厚計で検出する方法が開示されている。継目部は溶接部以外の部位と比べ、一般的に溶接部の高さが加わって板厚が大きいため、板厚計を用いて、規定した閾値より大きい板厚を検出して継目部としていた。
Conventionally, as a method for detecting a seam portion, in Patent Document 1, immediately after welding the steel strip, the welded portion is painted by spray marking, and a seam portion is detected by using a laser sensor or the like in the seam portion detecting step to identify the seam portion. A method for detecting a part is disclosed.
Patent Document 2 discloses a method for detecting a joint portion with a plate thickness meter. Compared to the parts other than the welded part, the seam part is generally thicker due to the added height of the welded part. Therefore, using the thickness gauge, the thickness greater than the specified threshold value was detected and used as the joint part. .

特開2006−102779号公報JP 2006-102777 A 特開平6−304636号公報JP-A-6-304636

しかし、特許文献1に開示されている方法では、マーキング工程から継目部検出工程までの搬送途中で、鋼帯表面を補助ロール等で押さえて通板するため、マーキング箇所のペイントが剥離しやすくて確実に継目部検出ができない問題があった。また、スプレーノズルが詰まりやすく継目部のマーキングに失敗する問題や、スプレー液の交換費用に永続的なコストを要してしまう問題もあり、これらの問題が未解決の課題であった。   However, in the method disclosed in Patent Document 1, the steel strip surface is pressed with an auxiliary roll or the like during the conveyance from the marking step to the joint detection step, so that the paint at the marking portion is easy to peel off. There was a problem that the joint could not be detected reliably. In addition, there are problems that the spray nozzle is likely to be clogged, and that the marking of the seam portion fails, and there is a problem that a permanent cost is required for the replacement cost of the spray liquid, and these problems are unsolved problems.

また、特許文献2に開示されている方法では、溶接部近辺の板厚が厚くて溶接ビード高さが低い場合、継目部検出の閾値を低くすると、継目部を検出しないこと(未検知)や、溶接部以外を継目と誤検出(誤検知)する問題があって操業に支障をきたしており、この点も未解決の課題であった。
本発明は、上述の課題を解決するために、製品不良部である継目部を正確に検出して精度良い品質管理を図るとともに、継目部がエッジロールを通過することによって生じるエッジロールの磨耗量を低減する、鍛接鋼管製造における鋼帯溶接継目部の検出方法を提供することを目的とする。
Further, in the method disclosed in Patent Document 2, when the plate thickness in the vicinity of the welded portion is thick and the weld bead height is low, if the threshold value for detecting the joint portion is lowered, the joint portion is not detected (undetected) However, there is a problem of misdetection (false detection) as a joint other than the welded portion, which hinders operation, and this point is also an unsolved problem.
In order to solve the above-mentioned problems, the present invention accurately detects a seam portion that is a defective product portion to achieve accurate quality control, and the amount of wear of the edge roll that occurs when the seam portion passes the edge roll. An object of the present invention is to provide a method for detecting a steel strip weld seam in forged steel pipe production.

上述の課題を解決するためになされた本発明は、
(1)複数の鋼帯の長手方向端部を順次溶接して、連続的に加熱、成形し、鋼帯幅方向端部を鍛接して鋼管を製造する際に、前記加熱用の加熱炉前に設置した、鋼帯幅方向端部圧延用のエッジロールを用いて、該エッジロールを前記鋼帯が通過する際に衝撃荷重の発生を検出し、該検出した衝撃荷重の発生位置を鋼帯の溶接継目部と同定し、
かつ、前記エッジロールの押さえ荷重を6.0〜8.8kNに設定し、
さらに、前記エッジロールの平均荷重の1.3倍の荷重値を閾値に用い、前記エッジロールにおける計測荷重が前記閾値以上となったときのみ前記衝撃荷重が発生したとすることを特徴とする鍛接鋼管製造における鋼帯溶接継目部の検出方法であり
た、(2)前記発生した衝撃荷重による衝撃を吸収するアキュムレーターを付設したことを特徴とする(1)に記載の鍛接鋼管製造における鋼帯溶接継目部の検出方法である。
The present invention made to solve the above-mentioned problems
(1) When the steel pipe is manufactured by welding the longitudinal ends of a plurality of steel strips sequentially, continuously heating and forming, and forging the steel strip widthwise ends, before the heating furnace for heating An edge roll for rolling in the width direction of the steel strip installed on the steel strip is used to detect the occurrence of an impact load when the steel strip passes through the edge roll, and the detected position of the impact load is detected by the steel strip. Identified as the weld seam of
And the pressing load of the edge roll is set to 6.0 to 8.8 kN,
Further, forging contact characterized in that a load value 1.3 times the average load of the edge roll is used as a threshold value, and the impact load is generated only when a measured load on the edge roll is equal to or greater than the threshold value. It is a method of detecting a steel strip weld seam in steel pipe production ,
Also, the detection method of the steel strip welded seam portion in forge welding steel pipe production according to (2), characterized in that additionally provided an accumulator to absorb the impact by the generated impact load (1).

本発明によれば、鍛接鋼管を製造するにあたって、鋼帯長手方向端部の継目部を検出する工程において、前記エッジロールを鋼帯が通過する際の衝撃荷重の発生位置を検出し、この発生位置を継目部と同定することによって、継目部を正確に検出することが可能となる。また、前記衝撃荷重をアキュムレーターで衝撃吸収することで、エッジロールへの衝撃を緩和することができて、エッジロールの磨耗を軽減できる。   According to the present invention, in producing a forged steel pipe, in the step of detecting the joint portion of the longitudinal end portion of the steel strip, the occurrence position of the impact load when the steel strip passes through the edge roll is detected, and this generation By identifying the position as a seam part, it is possible to accurately detect the seam part. Further, by absorbing the impact load with an accumulator, the impact on the edge roll can be reduced, and wear of the edge roll can be reduced.

本発明における、継目部がエッジロールを通過した際に発生した衝撃荷重の例を示す概略図。Schematic which shows the example of the impact load which generate | occur | produced when the joint part passed the edge roll in this invention. 本発明における、アキュムレーターによるエッジロールの衝撃緩和方法の例を示す概略図。Schematic which shows the example of the impact relaxation method of the edge roll by an accumulator in this invention.

本発明者らは、鍛接鋼管の製造工程において、継目部を検出する方法として、従来のスプレーマーキングや板厚測定のような、検出条件が変動した場合に誤検知してしまう方法でなく、安定して確実に検知できる方法を鋭意検討した。
その結果、図1に例を示すとおり、鋼帯4の継目部20がエッジロールの設置位置(エッジ上ロール1とエッジ下ロール3とのロール間隙位置)を通過する際に、継目部20の段差により、エッジロールに衝撃荷重が発生することに着目した。なお、図1において、(a)は通板の様子を示す斜視図、(b)は検出荷重の推移図であり、図1(b)において、5は押さえ荷重(8.8kNの場合),6は押さえ荷重(6.0kNの場合),7は継目部と同定される鋼帯通過部位の衝撃荷重(検出荷重が8.8kNの場合で最大約23kN),8は7と同様、継目部と同定される鋼帯通過部位の衝撃荷重(検出荷重が6.0kNの場合で最大約12kN)である。継目部は、鋼帯長手方向端部を溶接した部分であり、継目部のない通常の鋼帯部分に比べて、継目部の板厚は、溶接部が板厚方向に盛り上がることで厚くなっている場合が多く、継目部がエッジロールを通過した場合に衝撃荷重が確実に発生する。また、特許文献2の方法では未検知や誤検知の虞があった場合(溶接部近傍の板厚が厚くて溶接部の板厚が薄い場合)でも、溶接部には段差が生じるためエッジロールに衝撃荷重が発生する。さらに、長手方向端部を溶接する鋼帯同士には板厚の僅かな段差があり、その段差によっても衝撃荷重が生じる。
In the manufacturing process of forged steel pipes, the present inventors are not a method that detects falsely when detection conditions fluctuate, such as conventional spray marking or plate thickness measurement, as a method for detecting a seam portion. Then, the method that can be surely detected was studied earnestly.
As a result, as shown in FIG. 1, when the seam portion 20 of the steel strip 4 passes the edge roll installation position (the roll gap position between the edge upper roll 1 and the edge lower roll 3), We paid attention to the impact load generated on the edge roll due to the step. In FIG. 1, (a) is a perspective view showing the state of the passing plate, (b) is a transition diagram of the detected load, and in FIG. 1 (b), 5 is a pressing load (in the case of 8.8 kN), 6 is the holding load (in the case of 6.0 kN), 7 is the impact load of the steel strip passage part identified as the seam (maximum of about 23 kN when the detected load is 8.8 kN), 8 is the seam as in 7. It is an impact load of the steel strip passage part identified as (maximum of about 12 kN when the detected load is 6.0 kN). The seam part is the part where the steel strip longitudinal end is welded, and compared to the normal steel strip part without the seam part, the thickness of the seam part becomes thicker as the welded part rises in the plate thickness direction In many cases, the impact load is surely generated when the seam passes the edge roll. Further, even if there is a possibility of undetected or false detection in the method of Patent Document 2 (when the plate thickness near the welded portion is thick and the welded portion is thin), a step is generated in the welded portion, so that the edge roll An impact load is generated. Furthermore, there is a slight difference in plate thickness between the steel strips that are welded at the ends in the longitudinal direction, and an impact load is also generated by the difference in level.

従って、継目部がエッジロールを通過する際には確実に衝撃荷重が発生するため、この衝撃荷重を検出すれば、継目部を確実に同定できるわけである。
なお、通常の鋼帯部分においてもエッジロールの押さえ荷重はいくらか変動するため、その変動を超えた荷重が検出された鋼帯長手方向部位を継目部として同定するとよく、本発明者らの検討では、エッジロールの荷重を計測して、常にその平均値を算出しておいて、その平均荷重に対して1.3倍以上の荷重となった(すなわち平均荷重の1.3倍の荷重値を閾値に用い、この閾値以上の荷重となった)鋼帯長手方向部位を継目部と同定するとよいことを把握した。
Therefore, when the seam portion passes the edge roll, an impact load is surely generated. Therefore, if this impact load is detected, the seam portion can be reliably identified.
In addition, since the pressing load of the edge roll varies somewhat even in the normal steel strip part, it is better to identify the steel strip longitudinal direction part where the load exceeding the change is detected as a seam part. The load of the edge roll was measured and the average value was always calculated, and the load became 1.3 times or more than the average load (that is, the load value 1.3 times the average load) It was grasped that it was good to identify the longitudinal direction site | part of a steel strip used as a threshold value and used as the load more than this threshold value as a seam part.

また、エッジロールの押さえ荷重を大きくすると、継目部通過による衝撃荷重も大きくなって検出しやすくなる。しかし、衝撃荷重によりエッジロールへの負荷が大きくなって摩耗が進行しやすい。そこで、図2に例を示すとおり、エッジロール1または/および3を上下可動型にし(図2の例ではエッジ上ロール1のみをエッジ上ロール可動方向12に可動とした)、アキュムレーター11を付設することで前記衝撃荷重は吸収され、エッジロールの押さえ荷重を大きくしても、エッジロールへの負荷を軽減したまま、継目部を確実に検出することが可能になった。なお、図2において、10はアキュムレータ11の油圧力をエッジ上ロール1に伝える油圧配管である。   Further, when the pressing load of the edge roll is increased, the impact load due to the passage of the joint portion is increased and it is easy to detect. However, the load on the edge roll increases due to the impact load, and wear tends to proceed. Therefore, as shown in FIG. 2, the edge roll 1 or / and 3 is vertically movable (in the example of FIG. 2, only the edge-up roll 1 is movable in the edge-up roll movable direction 12), and the accumulator 11 is By attaching, the impact load is absorbed, and even if the pressing load of the edge roll is increased, it is possible to reliably detect the joint portion while reducing the load on the edge roll. In FIG. 2, reference numeral 10 denotes a hydraulic pipe that transmits the oil pressure of the accumulator 11 to the upper edge roll 1.

本発明例および従来例ともに、板厚が3.8mm〜4.2mmの鋼帯について、鋼帯長手方向端部を順次継ぎ溶接して、それぞれ計101本(継目部個数は100個)を継いだものを通板させて鍛接鋼管を製造し、継目検出率、未検出率、誤検出率(いずれも個数率(%)である)を調べた。
本発明例1では、エッジロールの押さえ荷重を6.OkNに設定し、荷重を常時計測して、平均荷重の1.3倍(これを荷重の閾値とした)超の衝撃荷重を検出した場合を継目部と同定することとした。なお、この場合検出された衝撃荷重は約12kN(平均荷重の約2倍)であり、確実に検出できることがわかった。
In both the inventive example and the conventional example, for steel strips having a thickness of 3.8 mm to 4.2 mm, the end portions in the longitudinal direction of the steel strip are sequentially welded, and a total of 101 pieces (the number of joint portions is 100 pieces) are joined. The welded steel pipe was manufactured by letting the steel plate through, and the joint detection rate, undetected rate, and false detection rate (all are the number rate (%)) were examined.
In Example 1 of the present invention, when the pressing load of the edge roll is set to 6. OkN, the load is constantly measured, and an impact load exceeding 1.3 times the average load (this is set as the load threshold) is detected. Was identified as the seam. In this case, the detected impact load was about 12 kN (about twice the average load), and it was found that it could be detected reliably.

本発明例2として、エッジロールの押さえ荷重を8.8kNに設定し、荷重を常時計測して、平均荷重の1.3倍を超えた衝撃荷重を検出した場合を継目部と同定することとした。なお、この場合、検出された衝撃荷重は約23kN(平均荷重の約2.6倍)であり、確実に検出できることがわかった。
従来例1として、スプレーマーキング装置を取り付けて、鋼帯を溶接することに継目部にペイントをスプレー噴射したが、途中でスプレーノズルの詰まりが発生して、ノズル交換した後、再びスプレー噴射を継続し、このノズル交換の間は継目部を検出できず、継目検出率を大幅に低下させてしまった。
As Example 2 of the present invention, when the pressing load of the edge roll is set to 8.8 kN, the load is constantly measured, and a case where an impact load exceeding 1.3 times the average load is detected is identified as a joint portion; did. In this case, the detected impact load was about 23 kN (about 2.6 times the average load), and it was found that it could be detected reliably.
As a conventional example 1, the spray marking device was attached and the spray was sprayed to the joint to weld the steel strip, but the spray nozzle was clogged in the middle, and after the nozzle was replaced, spray spraying was continued again. However, the seam portion cannot be detected during the nozzle replacement, and the joint detection rate is greatly reduced.

従来例2として、板厚計を設置して鋼帯の板厚を常時計測した。この場合、平均板厚の1.2倍を閾値として計測板厚がこの閾値を超えた場合に、その超えた鋼帯長手方向部位を継目部と判定した。
表1にこれらの結果を示す。表1から、本発明例は、従来例に比べて、継目部を確実に検出できることがわかった。
As Conventional Example 2, a thickness gauge was installed to constantly measure the thickness of the steel strip. In this case, when the measurement plate thickness exceeded this threshold value with 1.2 times the average plate thickness as a threshold value, the excess steel strip longitudinal direction portion was determined as the seam portion.
Table 1 shows these results. From Table 1, it was found that the example of the present invention can detect the seam portion more reliably than the conventional example.

また、本発明例3として、上記と同様の鋼帯101本を同様に継いだものを通板させて鍛接鋼管を製造した。その際、エッジロール1および3にアキュムレーター11を付設した場合(本発明例3(1))と付設しない場合(本発明例3(2))との二通りの条件で上記製造を行い、それぞれについてエッジロールの摩耗量を調べた。その結果を表2に示す。なお、エッジロールの押さえ荷重を7.3kNとした。表2に示すとおり、アキュムレーターを設置した本発明例3(1)は、設置しない本発明例3(2)に比べて、継目部がエッジロール通過する際の衝撃荷重を緩和できて、エッジロールの磨耗量(初期からのロール直径差)を低減できることがわかった。   In addition, as Example 3 of the present invention, forged welded steel pipes were manufactured by passing 101 steel strips similar to those described above in the same manner. At that time, the above production is performed under the two conditions of the case where the accumulator 11 is attached to the edge rolls 1 and 3 (Invention Example 3 (1)) and the case where the accumulator 11 is not attached (Invention Example 3 (2)). The wear amount of the edge roll was examined for each. The results are shown in Table 2. The pressing load of the edge roll was set to 7.3 kN. As shown in Table 2, Example 3 (1) of the present invention with an accumulator installed can reduce the impact load when the seam passes through the edge roll, compared to Example 3 (2) of the present invention without installation. It was found that the amount of wear of the roll (difference in roll diameter from the initial stage) can be reduced.

Figure 0005625744
Figure 0005625744

Figure 0005625744
Figure 0005625744

1 エッジロール(エッジ上ロール)
2 エッジロール荷重
3 エッジロール(エッジ下ロール)
4 鋼帯
5、6 押さえ荷重
7、8 継目部と同定される鋼帯通過部位の衝撃荷重
9 荷重表示器
10 油圧配管
11 アキュムレーター
12 エッジ上ロール可動方向
20 継目部(鋼帯溶接継目部)
1 Edge roll (on-edge roll)
2 Edge roll load 3 Edge roll (roll under edge)
4 Steel strip 5, 6 Holding load
7, 8 Impact load of steel strip passage identified as seam portion 9 Load indicator 10 Hydraulic piping 11 Accumulator 12 Roll movement direction on edge 20 Seam portion (steel weld zone)

Claims (2)

複数の鋼帯の長手方向端部を順次溶接して、連続的に加熱、成形し、鋼帯幅方向端部を鍛接して鋼管を製造する際に、前記加熱用の加熱炉前に設置した、鋼帯幅方向端部圧延用のエッジロールを用いて、該エッジロールを前記鋼帯が通過する際に衝撃荷重の発生を検出し、該検出した衝撃荷重の発生位置を鋼帯の溶接継目部と同定し、
かつ、前記エッジロールの押さえ荷重を6.0〜8.8kNに設定し、
さらに、前記エッジロールの平均荷重の1.3倍の荷重値を閾値に用い、前記エッジロールにおける計測荷重が前記閾値以上となったときのみ前記衝撃荷重が発生したとすることを特徴とする鍛接鋼管製造における鋼帯溶接継目部の検出方法。
When the steel pipe was manufactured by welding the longitudinal ends of a plurality of steel strips sequentially, continuously heating and forming, and forging the steel strip widthwise ends, it was installed in front of the heating furnace for heating. , Using an edge roll for rolling the end portion in the width direction of the steel strip, detecting the occurrence of an impact load when the steel strip passes through the edge roll, and detecting the location of the detected impact load at the weld seam of the steel strip Identified as
And the pressing load of the edge roll is set to 6.0 to 8.8 kN,
Further, forging contact characterized in that a load value 1.3 times the average load of the edge roll is used as a threshold value, and the impact load is generated only when a measured load on the edge roll is equal to or greater than the threshold value. A method for detecting a weld zone of a steel strip in steel pipe production.
前記発生した衝撃荷重による衝撃を吸収するアキュムレーターを付設したことを特徴とする請求項1に記載の鍛接鋼管製造における鋼帯溶接継目部の検出方法。 Detection method of the steel strip welded seam portion in forge welding steel pipe production according to claim 1, characterized in that annexed the accumulator to absorb the impact by the generated shock load.
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