JP2007222875A - Method and equipment for manufacturing high-strength steel plate - Google Patents

Method and equipment for manufacturing high-strength steel plate Download PDF

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JP2007222875A
JP2007222875A JP2006043294A JP2006043294A JP2007222875A JP 2007222875 A JP2007222875 A JP 2007222875A JP 2006043294 A JP2006043294 A JP 2006043294A JP 2006043294 A JP2006043294 A JP 2006043294A JP 2007222875 A JP2007222875 A JP 2007222875A
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shear
steel plate
shearing
milling device
thick steel
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Futoki Eto
太紀 衞藤
Nobuyuki Shigaki
伸行 紫垣
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JFE Steel Corp
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JFE Steel Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of preventing shear crack and a shearing apparatus with which the shear crack is prevented which are suitable to a steel plate of ≥4 to <40 mm in thickness and ≥TS490 MPa. <P>SOLUTION: In this method, after shearing as soon as water cooling is performed after hot rolling, at least 3 mm from a shear face is removed with an edge milling device. This shearing apparatus is provided with an edge milling device on the outlet side of an end shear and before a flying inspection device. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、高強度厚鋼板の製造方法および製造設備に関し、特に板厚4mm以上、40mm以下、引張強度490MPa以上の高強度厚鋼板の水素脆化による、剪断割れ防止に好適なものに関する。   The present invention relates to a manufacturing method and manufacturing equipment for a high-strength thick steel plate, and more particularly to a material suitable for preventing shear cracking due to hydrogen embrittlement of a high-strength thick steel plate having a plate thickness of 4 mm or more and 40 mm or less and a tensile strength of 490 MPa or more.

剪断後、厚鋼板の剪断部近傍は剪断時の強加工による変形,加工硬化,及びそれらに起因する剪断後断面に非常に高い引張り残留応力が発生する。   After shearing, in the vicinity of the sheared portion of the thick steel plate, deformation due to strong working during shearing, work hardening, and very high tensile residual stress are generated in the cross section after shearing due to them.

また、厚鋼板中の残留水素は鋼板内部の偏析および加工硬化部に集積しやすいため、偏析や硬化部分を起点とした、水素脆化割れを発生させる。板厚4mm以上、40mm以下の高強度鋼板を常法により溶製ー熱間圧延した場合、圧延後の鋼板の水素含有量は0.1ppm程度で、剪断面に生じる微細な剪断割れは当該水素が剪断により残留応力が高まった剪断面に集積して発生する。   Further, since residual hydrogen in the thick steel plate is likely to accumulate in the segregation and work-hardening portions inside the steel plate, hydrogen embrittlement cracks starting from the segregation and hardened portions are generated. When high-strength steel sheets with a thickness of 4 mm or more and 40 mm or less are melted and hot-rolled by a conventional method, the hydrogen content of the steel sheet after rolling is about 0.1 ppm, and the fine shear cracks generated on the shear plane are caused by the hydrogen. It is generated by accumulating on the shear surface where the residual stress is increased by shearing.

このような剪断割れは、引張強度490MPa以上の高強度厚鋼板で発生し易く、板厚が薄い4mm未満ではみられない。また、40mmを超えるような厚鋼板の剪断は通常剪断機を使用しないので剪断割れが発生する心配はない。   Such shear cracks are likely to occur in a high-strength thick steel plate having a tensile strength of 490 MPa or more, and are not observed when the plate thickness is less than 4 mm. Moreover, since the shearing of thick steel plates exceeding 40 mm does not normally use a shearing machine, there is no concern about the occurrence of shear cracks.

剪断割れが懸念される厚鋼板は、剪断前もしくは剪断後に、厚鋼板中の残留水素を逃がすことを目的とした徐冷を実施する。   Thick steel plates that are concerned about shear cracking are subjected to slow cooling for the purpose of releasing residual hydrogen in the thick steel plates before or after shearing.

特許文献1は、徐冷方法に関し、圧延後鋼板を積み重ね徐冷する際、鋼板の板幅および長さを下段から順次同一ないし増加させるように積み重ねることが記載されている。   Patent document 1 relates to a slow cooling method, and describes that when steel plates after rolling are stacked and gradually cooled, the steel plates are stacked so that the width and length of the steel plates are the same or increased sequentially from the bottom.

特許文献2は、鋼板の降伏応力予測値を基に割れ臨界水素濃度を求め、スラブ徐冷および成品徐冷による残留水素率から最適な徐冷時間を算出することが記載されている。   Patent Document 2 describes that the critical hydrogen concentration is determined based on the yield stress prediction value of a steel sheet, and the optimum annealing time is calculated from the residual hydrogen rate by slab annealing and product annealing.

剪断割れと類似した現象として、厚肉鋼管を製造する際、鋼板を曲げ加工後、端面に観察される割れが報告されている。   As a phenomenon similar to shear cracking, cracks observed on end faces after bending a steel sheet when producing a thick steel pipe have been reported.

特許文献3は、厚肉鋼管の製造方法に関し、鋼板外面の引張り歪が特定の値以上の鋼管における端面割れを防止するため、鋼板の剪断面における剪断かえり部をグラインダーや切削により除去することが記載されている。   Patent Document 3 relates to a method for manufacturing a thick-walled steel pipe, and in order to prevent end face cracks in a steel pipe whose tensile strain on the outer surface of the steel sheet is a specific value or more, the shear burr on the shear surface of the steel sheet can be removed by a grinder or cutting. Are listed.

特許文献4は、連続的に搬送される鋼帯のサイドトリミング方法に関し、所定幅より狭いトリム代を残すように鋼帯端部を回転剪断丸刃で剪断して、その後切削バイトで残りのトリム代を切削することが記載されている。
特開平10−202312号公報 特開平10−251746号公報 特開昭56−47213号公報 特開平2−212028号公報
Patent Document 4 relates to a side trimming method for a steel strip that is continuously conveyed, and shears the end of the steel strip with a rotary shearing round blade so as to leave a trim margin narrower than a predetermined width, and then the remaining trim with a cutting tool. It is described to cut the bill.
Japanese Patent Laid-Open No. 10-203212 JP-A-10-251746 JP 56-47213 A Japanese Patent Laid-Open No. 2-212028

しかしながら、特許文献1、2記載の徐冷による方法はオフラインでの処理のため、搬送工程が複雑になると共に、規定された徐冷時間を守らなければならないため処理時間を要し、効率的な製造方法ではない。   However, the method by slow cooling described in Patent Documents 1 and 2 is an off-line process, so that the conveyance process becomes complicated, and a prescribed slow cooling time must be observed. It is not a manufacturing method.

特許文献3記載の方法は曲げ加工後、端面に発生する割れを防止するため、剪断後、剪断方向に鋼板がめくられた剪断かえり部を除去する方法で、剪断面に発生する微小な割れについて記載はない。   The method described in Patent Document 3 is a method of removing a shear burr portion in which a steel sheet is turned in the shear direction after shearing in order to prevent cracks occurring on the end surface after bending, and about micro cracks generated on the shear surface. There is no description.

また、特許文献4記載の鋼帯のサイドトリミング方法は、熱間圧延後の冷間圧延で発生するソーエッジを防止することを目的とし、板厚3mm程度の薄鋼帯の端部0.5mm程度を切削するもので、水素脆化割れを防止するものではない。   Moreover, the side trimming method of the steel strip described in Patent Document 4 aims at preventing saw edges generated by cold rolling after hot rolling, and has an end of about 0.5 mm of a thin steel strip having a thickness of about 3 mm. It does not prevent hydrogen embrittlement cracking.

そこで、本発明では、水素脆化に起因する剪断割れを防止し、健全な剪断面の高強度鋼板を製造する方法および製造設備を提供することを目的とする。   Therefore, an object of the present invention is to provide a method and production equipment for preventing shear cracking due to hydrogen embrittlement and producing a high-strength steel plate having a sound shear surface.

本発明者等は、剪断後の硬化した剪断面に発生する高い引張残留応力が剪断割れの一つの原因となっていることから、剪断面を除去することにより、剪断割れを防止する方法について鋭意検討し、剪断による硬化部を、残留応力が小さくなるように除去した場合、剪断割れの防止が可能なことを見出した。   Since the high residual tensile stress generated on the hardened sheared surface after shearing is one cause of shear cracking, the present inventors have earnestly studied about a method for preventing shear cracking by removing the shearing surface. The present inventors have studied and found that shear cracks can be prevented when the hardened portion by shearing is removed so as to reduce the residual stress.

本発明は得られた知見を基に更に検討を加えてなされたもので、すなわち、本発明は、
1.厚鋼板を熱間圧延して冷却した後ただちに剪断し、60分以内に剪断面から少なくとも3mmをミーリング装置により除去することを特徴とする高強度厚鋼板の製造方法。
2.前記高強度厚鋼板が、板厚4mm以上、40mm以下で引張強度490MPa以上であることを特徴とする高強度厚鋼板の製造方法。
3.剪断設備と走間検査工程の間で、剪断設備の下流側にミーリング装置を配列してなる高強度厚鋼板の製造設備。
The present invention has been made based on further studies based on the obtained knowledge, that is, the present invention,
1. A method for producing a high-strength thick steel plate, characterized in that the steel plate is hot-rolled and cooled and then immediately sheared and at least 3 mm from the sheared surface is removed by a milling device within 60 minutes.
2. The method for producing a high-strength thick steel plate, wherein the high-strength thick steel plate has a plate thickness of 4 mm or more and 40 mm or less and a tensile strength of 490 MPa or more.
3. A high-strength thick steel plate manufacturing facility in which a milling device is arranged downstream of the shearing equipment between the shearing equipment and the running inspection process.

本発明によれば、剪断割れが発生する厚鋼板の端部が確実にミーリング装置で除去されるので、剪断割れを防止できるだけでなく断面外観も健全な引張強度490MPa以上のX120規格も含めた高強度厚鋼板をエンドシャーを用いて効率的に製造することが可能となり産業上極めて有用な効果が達成される。   According to the present invention, since the end portion of the thick steel plate where shear cracks are generated is reliably removed by the milling apparatus, not only shear cracks can be prevented but also the cross-sectional appearance is high, including the X120 standard with a tensile strength of 490 MPa or more. It is possible to efficiently manufacture a thick steel plate using an end shear, and an extremely useful effect in the industry is achieved.

以下、図面を用いて本発明を詳細に説明する。
図1は本発明の実施に好適なミーリング装置を配置した設備レイアウトの一例を示す図で、図において1は熱間圧延後のライン配置、2はホットレベラー、3a,3b,3cはクーリングベッド、4はクロップシャー,5はダブルサイドシャー,6aはトランスファー、7はエンドシャー、8はミーリング装置、9は走間検査装置、aは鋼板の流れ(搬送方向)を示す。
Hereinafter, the present invention will be described in detail with reference to the drawings.
FIG. 1 is a diagram showing an example of an equipment layout in which a milling device suitable for carrying out the present invention is arranged. In the figure, 1 is a line arrangement after hot rolling, 2 is a hot leveler, 3a, 3b and 3c are cooling beds, Reference numeral 4 is a crop shear, 5 is a double side shear, 6a is a transfer, 7 is an end shear, 8 is a milling device, 9 is a running inspection device, and a is the flow (conveying direction) of the steel sheet.

所定の板厚に熱間圧延後、水冷された鋼板は、必要に応じてホットレベラー2で反りを矯正した後、クロップシャー4で鋼板先尾部の切断と、長さを所望枚数に分割切断する。   After hot-rolling to a predetermined plate thickness, the water-cooled steel plate is warped with a hot leveler 2 as necessary, and then cut with a crop shear 4 and the length is divided into a desired number of pieces. .

次にダブルサイドシャー5で所望の板幅となるように圧延方向に沿った側端部が切り落とされ、トランスファー6aでエンドシャー7に搬送される。エンドシャー7では所望の板長に切断される。   Next, the side end portion along the rolling direction is cut off so as to obtain a desired plate width by the double side shear 5 and conveyed to the end shear 7 by the transfer 6a. The end shear 7 is cut to a desired plate length.

本発明では、鋼板の剪断面から硬化部を少なくとも3mmに亘ってミーリング装置8により除去する。   In the present invention, the hardened portion is removed from the shearing surface of the steel sheet by the milling device 8 over at least 3 mm.

剪断面から硬化部を除去する方法は、ミーリング装置による切削とする。図2は、APIX100規格(引張強度760MPa)、板厚13.4mmの厚鋼板の剪断面および剪断面を切削して除去した面、剪断面を研削(グラインダ研削)して除去した面についてX線残留応力測定を行った結果を示し、切削の場合、最も残留応力が低減される。   The method for removing the hardened portion from the shear surface is cutting with a milling device. FIG. 2 shows an X-ray of an APIX100 standard (tensile strength of 760 MPa), a sheared surface of a thick steel plate having a thickness of 13.4 mm, a surface removed by cutting the sheared surface, and a surface removed by grinding (grinder grinding) the sheared surface. The result of the residual stress measurement is shown. In the case of cutting, the residual stress is reduced most.

図3は、APIX56規格の鋼板(引張強度490MPa、板厚38mm)を熱間圧延後、水冷を行い、直ちに剪断して、剪断面を表層とし、表層から1mm、3mm、5mm、7mm、9mmの深さにおいて、板厚方向の硬度を2mmピッチで詳細に調査した結果を示す。   FIG. 3 shows an APIX56 standard steel plate (tensile strength: 490 MPa, plate thickness: 38 mm), hot-rolled, then water-cooled, immediately sheared, and the sheared surface was used as the surface layer. The results of a detailed investigation of the hardness in the thickness direction at a depth of 2 mm in depth are shown.

図より、硬度は剪断面から深さ1mmの位置では極端に高いが、3mm以上の深さでは低下する。剪断面から深さ1mmの位置における鋼板表面から裏面までの硬度分布では、鋼板表面に比べて鋼板裏面の硬度が低い。エンドシャーの下刃付近で脆性破壊が生じ、へき開破壊が起こる上刃付近よりも硬度の上昇が小さいためと推察される。   From the figure, the hardness is extremely high at a position 1 mm deep from the shear surface, but decreases at a depth of 3 mm or more. In the hardness distribution from the steel plate surface to the back surface at a depth of 1 mm from the shear surface, the hardness of the steel plate back surface is lower than that of the steel plate surface. It is assumed that brittle fracture occurs near the lower blade of the end shear, and the increase in hardness is smaller than that near the upper blade where cleavage fracture occurs.

一方、剪断面から深さ3mmの位置においては鋼板の板厚方向で著しい硬化はみられない。従って、鋼板の表面から裏面にかけての硬度分布も考慮すると、剪断後の硬化部を除去するため少なくとも剪断面から深さ3mmの部分を除去する。   On the other hand, no significant hardening is observed in the thickness direction of the steel sheet at a position 3 mm deep from the shear plane. Therefore, considering the hardness distribution from the front surface to the back surface of the steel plate, at least a portion having a depth of 3 mm is removed from the shear surface in order to remove the hardened portion after shearing.

また、剪断面に発生する剪断割れの有無は、剪断後約24時間経過後に剪断面を検査して確認し、剪断割れが発生している厚鋼板は、割れた端部をガス切りで除去するなどの処置を施して製品とする。   In addition, the presence or absence of shear cracks occurring on the shearing surface is confirmed by inspecting the shearing surface after about 24 hours have passed after shearing, and the thick steel plate where the shear cracking occurs is removed by gas cutting. Take measures such as to make a product.

したがって、剪断してから剪断割れが発生するまでの経過時間を正確に把握することはできないが、本発明において、剪断面から少なくとも深さ3mmの部分を除去することによる剪断割れ防止効果を調査するにあたり、剪断後60分以内に剪断面から深さ3mmをミーリング装置で除去すると剪断割れが全く発生しないことが判明した。   Therefore, although it is impossible to accurately grasp the elapsed time from shearing to occurrence of shear cracking, in the present invention, the effect of preventing shear cracking by removing at least a portion having a depth of 3 mm from the shearing surface is investigated. In this case, it was found that if a depth of 3 mm was removed from the sheared surface within 60 minutes after shearing with a milling device, no shear cracking occurred.

本発明では、エンドシャー7による鋼板の剪断は、熱間圧延して水冷した後、直ちに行い、剪断後60分以内に剪断設備と走間検査工程の間に配置したミーリング装置により
上述した切削を行う。
In the present invention, the steel plate is sheared by the end shear 7 immediately after being hot-rolled and water-cooled, and the above-described cutting is performed by a milling device disposed between the shearing equipment and the running inspection process within 60 minutes after the shearing. Do.

このような構成とすることにより、鋼中水素量と剪断面における残留応力低減の相乗効果が得られ剪断割れが防止できると推察するが両者の貢献度など詳細は不明である。   With such a configuration, it is presumed that a synergistic effect of reducing the residual stress on the shear surface and the amount of hydrogen in steel can be obtained, and it is possible to prevent shear cracking, but details such as the degree of contribution of both are unknown.

尚、本発明において水冷後、直ちにとは、板厚16mm以下の薄物では20分以内、板厚16mm超えの厚物では1時間以内を指す。   In the present invention, “immediately after water cooling” means within 20 minutes for a thin material having a thickness of 16 mm or less, and within 1 hour for a material having a thickness exceeding 16 mm.

ミーリング装置は、厚鋼板の四周断面を所望の切り込み量で切削可能な通板型ミーリング装置を用いることが好ましい。通常、ミーリング装置8は剪断能力に見合うよう板厚40mmで30mpm程度の通板速度が可能な性能を有するので、エンドシャー7の下流側5m〜45mの範囲に設置すると、効率的に処理できるし、剪断後60分以内に剪断面から少なくとも3mmを切削することが可能となる。   As the milling device, it is preferable to use a through-plate type milling device capable of cutting a four-round section of a thick steel plate with a desired cutting amount. Normally, the milling device 8 has a plate thickness of 40 mm and a capability of passing about 30 mpm so as to match the shearing capacity. It is possible to cut at least 3 mm from the sheared surface within 60 minutes after shearing.

板厚38mmのAPIX56規格の鋼板を熱間圧延し、水冷後、30分後に剪断し、剪断後、20分後にミーリング装置で剪断面から1mm、2mm、3mm、4mm、5mm切削して除去した鋼板を各10枚製造し、剪断割れ発生率を調査した。切削しないものを比較例とした。結果を図4に示す。
図より、剪断面から3mm以上の部分を切削除去したものは剪断割れが発生しなかったが、切削深さが3mm未満の場合、剪断割れが発生した。
A steel plate of APIX56 standard with a plate thickness of 38 mm was hot-rolled, water-cooled, sheared after 30 minutes, and after shearing, the steel plate was removed by cutting 1 mm, 2 mm, 3 mm, 4 mm, and 5 mm from the sheared surface with a milling device after 20 minutes. 10 sheets of each were manufactured and the shear crack occurrence rate was investigated. What was not cut was made into the comparative example. The results are shown in FIG.
As can be seen from the figure, no shear cracking occurred when the portion of 3 mm or more from the shearing surface was cut off, but shear cracking occurred when the cutting depth was less than 3 mm.

ミーリング装置を配置した設備レイアウトの一例を示す図。The figure which shows an example of the equipment layout which has arrange | positioned the milling apparatus. 剪断面および剪断面を切削して除去した面、剪断面を研削(グラインダ研削)して除去した面についてX線残留応力測定を行った結果を示す図。The figure which shows the result of having performed the X-ray residual stress measurement about the surface which cut and removed the shear surface and the shear surface, and the surface which removed the shear surface by grinding (grinder grinding). API56規格鋼板の剪断部断面硬さ分布を示す図で、剪断面から深さ1〜9mmでの板厚方向硬さ分布を示す。It is a figure which shows the shear part cross-sectional hardness distribution of an API56 standard steel plate, and shows the thickness direction hardness distribution in depth 1-9mm from a shear plane. 実施例。Example.

符号の説明Explanation of symbols

1 熱間圧延ー水冷後のライン配置
2 ホットレベラー
3a,3b,3c クーリングベッド
4 クロップシャー
5 ダブルサイドシャー
6a トランスファー
7 エンドシャー
8 ミーリング装置
9 走間検査装置
a 鋼板搬送方向
DESCRIPTION OF SYMBOLS 1 Line arrangement | positioning after hot rolling-water cooling 2 Hot levelers 3a, 3b, 3c Cooling bed 4 Crop shear 5 Double side shear 6a Transfer 7 End shear 8 Milling device 9 Running inspection device a Steel plate conveyance direction

Claims (3)

厚鋼板を熱間圧延して冷却した後ただちに剪断し、60分以内に剪断面から少なくとも3mmをミーリング装置により除去することを特徴とする高強度厚鋼板の製造方法。   A method for producing a high-strength thick steel plate, characterized in that the steel plate is hot-rolled and cooled, and then immediately sheared and at least 3 mm is removed from the sheared surface by a milling device within 60 minutes. 前記高強度厚鋼板が、板厚4mm以上、40mm以下で引張強度490MPa以上であることを特徴とする高強度厚鋼板の製造方法。   The method for producing a high-strength thick steel plate, wherein the high-strength thick steel plate has a plate thickness of 4 mm or more and 40 mm or less and a tensile strength of 490 MPa or more. 剪断設備と走間検査工程の間で、剪断設備の下流側にミーリング装置を配列してなる高強度厚鋼板の製造設備。   A high-strength thick steel plate manufacturing facility in which a milling device is arranged downstream of the shearing equipment between the shearing equipment and the running inspection process.
JP2006043294A 2006-02-21 2006-02-21 Method and equipment for manufacturing high-strength steel plate Pending JP2007222875A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100851190B1 (en) * 2006-12-21 2008-08-08 주식회사 포스코 Apparatus for trimming strip edge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100851190B1 (en) * 2006-12-21 2008-08-08 주식회사 포스코 Apparatus for trimming strip edge

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