JP6805993B2 - Rolling method and manufacturing method of thick steel sheet - Google Patents

Rolling method and manufacturing method of thick steel sheet Download PDF

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JP6805993B2
JP6805993B2 JP2017142699A JP2017142699A JP6805993B2 JP 6805993 B2 JP6805993 B2 JP 6805993B2 JP 2017142699 A JP2017142699 A JP 2017142699A JP 2017142699 A JP2017142699 A JP 2017142699A JP 6805993 B2 JP6805993 B2 JP 6805993B2
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太基 宮野
太基 宮野
桜里 熊野
桜里 熊野
淳 川原
淳 川原
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JFE Steel Corp
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Description

本発明は、厚鋼板の圧延方法および製造方法に関する。 The present invention relates to a method for rolling and manufacturing a thick steel sheet.

一般的に、厚鋼板の圧延は仕上圧延終了後の板厚が4.5mm以上の鋼板の圧延を指す。 In general, rolling a thick steel sheet refers to rolling a steel sheet having a thickness of 4.5 mm or more after finishing rolling.

通常、厚鋼板の圧延を行う際のパススケジュールは、図1に示すように、1パス当りの圧下量(圧延ロールへの噛み込み角度)の制約に基づく圧下量制約パスと、圧延機のモータートルクの制限に基づくモータートルク制限パスと、圧延機の負荷荷重(圧延荷重)の制限に基づく圧延荷重制限パスと、仕上圧延終了後の厚鋼板の平坦度(形状)を確保するための形状制約パスとで構成されている。 Normally, as shown in FIG. 1, the path schedule for rolling a thick steel sheet is a reduction amount constraint path based on the restriction of the reduction amount per pass (engagement angle to the rolling roll) and a motor of the rolling mill. Motor torque limit path based on torque limit, rolling load limit path based on rolling machine load (rolling load) limit, and shape constraint to ensure flatness (shape) of thick steel sheet after finish rolling It consists of a path.

その中で、形状制約パスについては、従来は、板クラウン比率が一定となるようなパススケジュールを作成する方法が行われている(例えば、特許文献1参照)。 Among them, as for the shape constraint path, a method of creating a path schedule so that the plate crown ratio is constant has been conventionally performed (see, for example, Patent Document 1).

特開2007−130667号公報JP-A-2007-130667

上述したように、従来は、形状制約パスについては、板クラウン比率を一定にするという考え方で作成していることから、板クラウンに影響を及ぼす圧延中のロールのプロファイル(摩耗、熱膨張)を高精度に把握することが必要となる。 As described above, conventionally, since the shape constraint path is created based on the idea that the plate crown ratio is constant, the profile (wear, thermal expansion) of the roll during rolling that affects the plate crown is determined. It is necessary to grasp with high accuracy.

しかし、圧延中のロールの摩耗や熱膨張は実測ができないので、計算モデル等によって算定することになるが、圧延中のロールの摩耗や熱膨張は、ロール組み替え後の圧延履歴によって多様に変化するため、精度良く把握することが難しい。 However, since the wear and thermal expansion of the roll during rolling cannot be actually measured, it is calculated by a calculation model or the like, but the wear and thermal expansion of the roll during rolling change variously depending on the rolling history after the roll rearrangement. Therefore, it is difficult to grasp it accurately.

その結果、従来は、厚鋼板の仕上板厚が薄く、仕上板幅が広いほど(例えば、仕上板厚が9mm以下、仕上板幅が3000mm以上)、仕上圧延終了後の厚鋼板に板波(歪)が発生し易くて、平坦度を安定的に確保することが難しかった。 As a result, conventionally, the thinner the finished plate thickness of the thick steel plate and the wider the finished plate width (for example, the finished plate thickness is 9 mm or less and the finished plate width is 3000 mm or more), the thicker the steel plate after finishing rolling is subjected to plate wave (for example). Distortion) was likely to occur, and it was difficult to ensure stable flatness.

その際に、発生した歪量が小さい場合(例えば、許容公差内)であれば、オンラインでの処理で済むが、発生した歪量が大きい場合(例えば、許容公差超え)であると、オフラインでの矯正工程(例えば、冷間プレス矯正)が必要になってしまう。 At that time, if the amount of distortion generated is small (for example, within the allowable tolerance), online processing is sufficient, but if the amount of distortion generated is large (for example, exceeding the allowable tolerance), offline. (For example, cold press straightening) is required.

本発明は、上記のような事情に鑑みてなされたものであり、厚鋼板の圧延・製造を行う際に、仕上圧延終了後の厚鋼板の平坦度を安定的に確保することができる厚鋼板の圧延方法および製造方法を提供することを目的とするものである。 The present invention has been made in view of the above circumstances, and when rolling and manufacturing a thick steel sheet, a thick steel sheet capable of stably ensuring the flatness of the thick steel sheet after the finish rolling is completed. It is an object of the present invention to provide a rolling method and a manufacturing method of the above.

上記課題を解決するために、本発明は以下の特徴を有している。 In order to solve the above problems, the present invention has the following features.

[1]厚鋼板の圧延を行うに際して、予め、これまでに圧延した圧延実績材ごとに、4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)と、形状制約パスと、仕上圧延終了後の歪量とを収納した歪データベースを作成しておき、これから圧延する圧延予定材のパススケジュールを作成する際に、前記歪データベースに収納されている圧延実績材のなかで、4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)が当該圧延予定材と類似している圧延実績材のうち、最も仕上圧延終了後の歪量が小さい圧延実績材の形状制約パスを当該圧延予定材の形状制約パスとすることを特徴とする厚鋼板の圧延方法。 [1] When rolling a thick steel plate, four items of rolling conditions (finished plate thickness, finished plate width, roll chance, steel type), shape constraint path, and shape constraint path are used for each rolled material that has been rolled so far. When creating a strain database that stores the amount of strain after finishing rolling and creating a path schedule for the rolling material to be rolled from now on, among the rolling performance materials stored in the strain database, 4 Among the rolling performance materials whose rolling conditions (finished plate thickness, finishing plate width, roll chance, steel grade) are similar to the planned rolling material, the shape constraint of the rolling performance material with the smallest amount of strain after finishing rolling A method for rolling a thick steel plate, wherein the path is a shape-constrained path for the material to be rolled.

[2]前記歪データベースに収納されている圧延実績材について、前記4項目の圧延条件のそれぞれに区分を設け、その4項目の圧延条件の区分の組み合わせごとに、最も仕上圧延終了後の歪量が小さい圧延実績材を選定しておき、当該圧延予定材の4項目の圧延条件の組み合わせに合致する4項目の圧延条件の区分の組み合わせにおいて最も仕上圧延終了後の歪量が小さいとして選出された圧延実績材の形状制約パスを当該圧延予定材の形状制約パスとすることを特徴とする前記[1]に記載の厚鋼板の圧延方法。 [2] With respect to the rolling performance materials stored in the strain database, classifications are provided for each of the four rolling conditions, and the amount of strain after the finish rolling is the most for each combination of the four rolling condition classifications. A rolling record material with a small rolling value was selected, and was selected as having the smallest amount of strain after finishing rolling in the combination of four rolling condition categories that match the four rolling condition combinations of the planned rolling material. The method for rolling a thick steel plate according to the above [1], wherein the shape-constrained path of the actual rolling material is the shape-constrained path of the material to be rolled.

[3]当該圧延予定材の4項目の圧延条件のそれぞれに類似範囲を設け、前記歪データベースに収納されている圧延実績材の中から、前記類似範囲のすべてに入っている圧延実績材を抽出し、抽出した圧延実績材の中で、最も仕上圧延終了後の歪量が小さい圧延実績材を選出し、選出した圧延実績材の形状制約パスを当該圧延予定材の形状制約パスとすることを特徴とする前記[1]に記載の厚鋼板の圧延方法。 [3] Similar ranges are set for each of the four rolling conditions of the planned rolling material, and the rolling results materials that fall within all of the similar ranges are extracted from the rolling results materials stored in the strain database. Then, among the extracted rolling performance materials, the rolling performance material with the smallest amount of strain after finishing rolling is selected, and the shape constraint path of the selected rolling performance material is set as the shape constraint path of the planned rolling material. The method for rolling a thick steel plate according to the above [1].

[4]前記4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)に加熱温度を追加して、5項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種、加熱温度)にすることを特徴とする前記[1]〜[3]のいずれかに記載の厚鋼板の圧延方法。 [4] The heating temperature is added to the four rolling conditions (finished plate thickness, finished plate width, roll chance, steel type), and the five rolling conditions (finished plate thickness, finished plate width, roll chance, steel type, etc.) The method for rolling a thick steel sheet according to any one of [1] to [3] above, wherein the temperature is set to (heating temperature).

[5]前記圧延予定材の仕上板厚が9mm以下で、仕上板幅が3000mmm以上であることを特徴とする前記[1]〜[4]のいずれかに記載の厚鋼板の圧延方法。 [5] The method for rolling a thick steel sheet according to any one of [1] to [4], wherein the finished plate thickness of the material to be rolled is 9 mm or less and the finished plate width is 3000 mm or more.

[6]前記[1]〜[5]のいずれかに記載の厚鋼板の圧延方法を用いて厚鋼板を製造することを特徴とする厚鋼板の製造方法。 [6] A method for producing a thick steel sheet, which comprises producing a thick steel sheet by using the method for rolling a thick steel sheet according to any one of the above [1] to [5].

本発明においては、厚鋼板の圧延・製造を行う際に、仕上圧延終了後の厚鋼板の平坦度を安定的に確保することができる。 In the present invention, when rolling and manufacturing a thick steel sheet, the flatness of the thick steel sheet after the finish rolling can be stably ensured.

厚鋼板の圧延を行う際のパススケジュールを示す図である。It is a figure which shows the path schedule at the time of rolling a thick steel plate. 本発明の実施形態における厚鋼板圧延システムの概念図である。It is a conceptual diagram of the thick steel sheet rolling system in embodiment of this invention. 本発明の実施例において、厚鋼板の平坦度を比較した図である。It is a figure which compared the flatness of the thick steel plate in the Example of this invention. 本発明の実施例において、パススケジュールを比較した図である。It is a figure which compared the path schedule in the Example of this invention. 本発明の実施例において、矯正工程発生率を比較した図である。It is a figure which compared the correction process occurrence rate in the Example of this invention.

本発明の厚鋼板の圧延方法の実施形態(実施形態1、2)を説明する。 An embodiment (Embodiments 1 and 2) of the method for rolling a thick steel sheet of the present invention will be described.

図2は、本発明の実施形態(実施形態1、2)における厚鋼板圧延システム10の概念図である。 FIG. 2 is a conceptual diagram of the thick steel sheet rolling system 10 according to the embodiment of the present invention (Embodiments 1 and 2).

図2に示すように、この実施形態(実施形態1、2)における厚鋼板圧延システム10は、圧延ラインを統括する圧延プロコン11と、圧延プロコン11に接続した圧延ファイルサーバ12と、圧延ファイルサーバ12に格納された歪データベース13と、圧延ラインの下流に位置する剪断ラインを統括する剪断プロコン14と、剪断ラインに設置された歪計(平坦度計)15とを備えている。 As shown in FIG. 2, the thick steel sheet rolling system 10 in this embodiment (Embodiments 1 and 2) includes a rolling process controller 11 that controls a rolling line, a rolling file server 12 connected to the rolling process controller 11, and a rolling file server. It includes a strain database 13 stored in 12, a shearing processor 14 that controls a shearing line located downstream of the rolling line, and a strain gauge (flatness meter) 15 installed on the shearing line.

[実施形態1]
この実施形態1においては、厚鋼板の圧延を行う際に、以下のような手順によって、これから圧延する圧延予定材のパススケジュールを作成して、当該圧延予定材の圧延を行う。
[Embodiment 1]
In the first embodiment, when rolling a thick steel sheet, a path schedule for the material to be rolled is created by the following procedure, and the material to be rolled is rolled.

(S1)まず、予め、これまでに圧延した圧延実績材ごとに、4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)と、パススケジュール(少なくとも、形状制約パス)と、仕上圧延終了後の歪量とを収納した歪データベース13を作成しておく。 (S1) First, for each rolled material that has been rolled so far, four items of rolling conditions (finished plate thickness, finished plate width, roll chance, steel type), a path schedule (at least, a shape constraint path), and A strain database 13 containing the amount of strain after finishing rolling is created.

ここで、ロールチャンスは、ロール組み替え後から、当該圧延実績材の圧延を行うまでに圧延した圧延材の本数である。 Here, the roll chance is the number of rolled materials rolled after the roll is rearranged until the rolling material is rolled.

また、仕上圧延終了後の歪量は、剪断ラインに設置された歪計(平坦度計)15の測定結果であり、当該圧延実績材の長手方向の単位長さ当りの歪量(L/m)と幅方向の単位幅当りの歪量(C/m)との和とする。 The amount of strain after finishing rolling is the measurement result of a strain gauge (flatness meter) 15 installed on the shearing line, and the amount of strain (L / m) per unit length in the longitudinal direction of the actual rolling material. ) And the amount of strain (C / m) per unit width in the width direction.

(S2)次に、歪データベース13に収納されている圧延実績材について、4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)のそれぞれに区分を設ける。 (S2) Next, for the rolling performance materials stored in the strain database 13, classifications are provided for each of the four rolling conditions (finished plate thickness, finished plate width, roll chance, steel type).

例えば、以下の如くである。 For example, it is as follows.

仕上板厚の区分:7mm以下、7mm超え9mm以下、・・・
仕上板幅の区分:2000mm以下、2000mm超え3000mm以下、・・・
ロールチャンスの区分:100本以下、100本超え200本以下、・・・
鋼種の区分:カーボン当量Ceq 0.4%以下、0.4%超え0.5%以下、・・・
Classification of finished plate thickness: 7 mm or less, 7 mm or more and 9 mm or less, ...
Finishing plate width classification: 2000 mm or less, 2000 mm or more and 3000 mm or less, ...
Roll chance classification: 100 or less, 100 or more and 200 or less, ...
Classification of steel type: Carbon equivalent Ceq 0.4% or less, 0.4% or more and 0.5% or less, ...

(S3)次に、上記(S2)で設けた4項目の圧延条件の区分の組み合わせごとに、最も仕上圧延終了後の歪量が小さい圧延実績材を選定しておく。 (S3) Next, for each combination of the four items of rolling condition classification provided in (S2) above, the rolling performance material having the smallest amount of strain after finishing rolling is selected.

例えば、4項目の圧延条件の区分が、仕上板厚7mm以下、仕上板幅2000mm超え3000mm以下、ロールチャンス100本以下、カーボン当量Ceq0.4%以下という組み合わせについては、最も仕上圧延終了後の歪量が小さい圧延実績材として圧延実績材Aを選出しておく。 For example, for a combination of four rolling conditions, the finishing plate thickness is 7 mm or less, the finishing plate width is 2000 mm or more and 3000 mm or less, the roll chance is 100 or less, and the carbon equivalent is Ceq 0.4% or less, the strain after the finishing rolling is the most. The rolling performance material A is selected as the rolling performance material with a small amount.

(S4)そして、当該圧延予定材のパススケジュールを作成する際に、当該圧延予定材の4項目の圧延条件の組み合わせに合致する4項目の圧延条件の区分の組み合わせを選び、上記(S3)において、その4項目の圧延条件の区分の組み合わせにおいて最も仕上圧延終了後の歪量が小さいとして選出された圧延実績材を呼び出す。 (S4) Then, when creating the path schedule of the planned rolling material, a combination of four rolling condition classifications matching the combination of the four rolling conditions of the planned rolling material is selected, and in the above (S3). , The rolling performance material selected as having the smallest amount of strain after finishing rolling in the combination of the four rolling condition classifications is called.

例えば、当該圧延予定材の4項目の圧延条件が、仕上板厚6.4mm、仕上板幅2600mm、ロールチャンス80本、カーボン当量Ceq0.4%という組み合わせであれば、上記(S3)で例示した4項目の圧延条件の区分の組み合わせに合致するので、その組み合わせにおいて最も仕上圧延終了後の歪量が小さい圧延実績材として圧延実績材Aを呼び出すことになる。 For example, if the rolling conditions of the four items of the material to be rolled are a combination of a finished plate thickness of 6.4 mm, a finished plate width of 2600 mm, 80 roll chances, and a carbon equivalent of Ceq 0.4%, it is illustrated in (S3) above. Since it matches the combination of the classifications of the four rolling conditions, the rolling performance material A is called as the rolling performance material having the smallest strain amount after the finish rolling in that combination.

(S5)そして、上記(S4)で呼び出した圧延実績材の形状制約パスを当該圧延予定材の形状制約パスとする。 (S5) Then, the shape constraint path of the actual rolling material called in (S4) above is set as the shape constraint path of the material to be rolled.

(S6)形状制約パスより上流側のパスについては、当該圧延予定材の4項目の圧延条件が上記(S4)で呼び出した圧延実績材と同一とは限らないので、従来通り、1パス当りの圧下量(圧延ロールへの噛み込み角度)の制約に基づいて圧下量制約パスを作成し、圧延機のモータートルクの制限に基づいてモータートルク制限パスを作成し、圧延機の負荷荷重(圧延荷重)の制限に基づいて圧延荷重制限パスを作成する。 (S6) Regarding the path on the upstream side of the shape constraint path, the rolling conditions of the four items of the planned rolling material are not necessarily the same as those of the actual rolling material called in (S4) above. Create a rolling reduction constraint path based on the rolling roll constraint, create a motor torque limiting path based on the rolling mill motor torque limit, and create a rolling mill load (rolling load). ), Create a rolling load limit path.

(S7)上記のようにして作成したパススケジュールによって、当該圧延予定材の圧延を行う。得られた、データは歪データベース13に収納する。 (S7) The planned rolling material is rolled according to the path schedule created as described above. The obtained data is stored in the distortion database 13.

このようにして、この実施形態1においては、厚鋼板の圧延を行う際に、圧延予定材の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)と類似した圧延条件の圧延実績材の中で最も歪量が小さい圧延実績材の形状制約パスを当該圧延予定材の形状制約パスにしているので、平坦度を安定的に確保することができる。 In this way, in the first embodiment, when rolling a thick steel plate, a rolling performance material having rolling conditions similar to the rolling conditions (finished plate thickness, finished plate width, roll chance, steel type) of the material to be rolled. Since the shape-constrained path of the rolled material having the smallest strain amount is set to the shape-constrained path of the material to be rolled, the flatness can be stably ensured.

[実施形態2]
この実施形態2においては、厚鋼板の圧延を行う際に、以下のような手順によって、これから圧延する圧延予定材のパススケジュールを作成して、当該圧延予定材の圧延を行う。
[Embodiment 2]
In the second embodiment, when rolling a thick steel sheet, a path schedule for the material to be rolled is created by the following procedure, and the material to be rolled is rolled.

(P1)まず、予め、これまでに圧延した圧延実績材ごとに、4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)と、パススケジュール(少なくとも、形状制約パス)と、仕上圧延終了後の歪量とを収納した歪データベース13を作成しておく。 (P1) First, for each rolled material that has been rolled so far, four items of rolling conditions (finished plate thickness, finished plate width, roll chance, steel type), path schedule (at least, shape constraint path), and A strain database 13 containing the amount of strain after finishing rolling is created.

ここで、ロールチャンスは、ロール組み替え後から、当該圧延実績材の圧延を行うまでに圧延した圧延材の本数である。 Here, the roll chance is the number of rolled materials rolled after the roll is rearranged until the rolling material is rolled.

また、仕上圧延終了後の歪量は、剪断ラインに設置された歪計(平坦度計)15の測定結果であり、当該圧延実績材の長手方向の単位長さ当りの歪量(L/m)と幅方向の単位幅当りの歪量(C/m)との和とする。 The amount of strain after finishing rolling is the measurement result of a strain gauge (flatness meter) 15 installed on the shearing line, and the amount of strain (L / m) per unit length in the longitudinal direction of the actual rolling material. ) And the amount of strain (C / m) per unit width in the width direction.

(P2)そして、当該圧延予定材のパススケジュールを作成する際に、当該圧延予定材の4項目の圧延条件(仕上板厚tmm、仕上板幅Bmm、ロールチャンスN本、鋼種(例えば、カーボン当量Ceq))に、それぞれ類似範囲(仕上板厚t±Δtmm、仕上板幅B±ΔBmm、ロールチャンスN±ΔN本、鋼種Ceq±ΔCeq)を設ける。 (P2) Then, when creating the path schedule of the planned rolling material, the rolling conditions of the four items of the planned rolling material (finished plate thickness tmm, finished plate width B mm, roll chance N pieces, steel type (for example, carbon equivalent) Similar ranges (finished plate thickness t ± Δt mm, finished plate width B ± ΔB mm, roll chance N ± ΔN, steel grade Ceq ± ΔCeq) are provided in each of Ceq)).

(P3)次に、歪データベース13に収納されている圧延実績材の中から、上記(P2)で設けた類似範囲のすべてに入っている圧延実績材を抽出する。 (P3) Next, from the rolling performance materials stored in the strain database 13, the rolling performance materials that fall within all of the similar ranges provided in (P2) above are extracted.

(P4)次に、上記(P3)で抽出した圧延実績材の中で、最も仕上圧延終了後の歪量が小さい圧延実績材を選出する。 (P4) Next, among the rolling performance materials extracted in (P3) above, the rolling performance material having the smallest amount of strain after finishing rolling is selected.

(P5)そして、上記(P4)で選出した圧延実績材の形状制約パスを当該圧延予定材の形状制約パスとする。 (P5) Then, the shape constraint path of the rolling performance material selected in the above (P4) is set as the shape constraint path of the rolling material to be rolled.

(P6)形状制約パスより上流側のパスについては、当該圧延予定材の4項目の圧延条件が、上記(P4)で選出した圧延実績材と同一とは限らないので、従来通り、1パス当りの圧下量(圧延ロールへの噛み込み角度)の制約に基づいて圧下量制約パスを作成し、圧延機のモータートルクの制限に基づいてモータートルク制限パスを作成し、圧延機の負荷荷重(圧延荷重)の制限に基づいて圧延荷重制限パスを作成する。 (P6) Regarding the path on the upstream side of the shape constraint path, the rolling conditions of the four items of the material to be rolled are not necessarily the same as the actual rolling material selected in (P4) above. A rolling reduction constraint path is created based on the rolling reduction amount (engage angle to the rolling roll), a motor torque limiting path is created based on the rolling mill motor torque limitation, and the rolling mill load (rolling) is created. Create a rolling load limit path based on the load limit.

(P7)上記のようにして作成したパススケジュールによって、当該圧延予定材の圧延を行う。得られた、データは歪データベース13に収納する。 (P7) The planned rolling material is rolled according to the path schedule created as described above. The obtained data is stored in the distortion database 13.

このようにして、この実施形態2においては、厚鋼板の圧延を行う際に、圧延予定材の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)と類似した圧延条件の圧延実績材の中で最も歪量が小さい圧延実績材の形状制約パスを当該圧延予定材の形状制約パスにしているので、平坦度を安定的に確保することができる。 In this way, in the second embodiment, when rolling a thick steel plate, a rolling performance material having rolling conditions similar to the rolling conditions (finished plate thickness, finished plate width, roll chance, steel type) of the material to be rolled. Since the shape-constrained path of the rolled material having the smallest strain amount is set to the shape-constrained path of the material to be rolled, the flatness can be stably ensured.

なお、実施形態1、2において、4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)に加熱温度を追加して、5項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種、加熱温度)にすると更に好ましい。 In the first and second embodiments, the heating temperature is added to the four rolling conditions (finished plate thickness, finished plate width, roll chance, steel type), and the five rolling conditions (finished plate thickness, finished plate width, etc.) Roll chance, steel type, heating temperature) is more preferable.

そして、上記の実施形態1、2を平坦度の確保が難しい厚鋼板(例えば、仕上板厚が9mm以下で、仕上板幅が3000mm以上)の圧延・製造に適用すれば、大きな効果を得ることができる。 Then, if the above-described first and second embodiments are applied to rolling and manufacturing of a thick steel plate whose flatness is difficult to secure (for example, a finished plate thickness of 9 mm or less and a finished plate width of 3000 mm or more), a great effect can be obtained. Can be done.

本発明の実施例について述べる。 Examples of the present invention will be described.

ここでは、従来のように、板クラウン比率を一定にするという考え方で形状制約パスを作成した場合を従来例とし、上記の本発明の実施形態1に基づいて形状制約パスを作成した場合を本発明例とした。 Here, the case where the shape constraint path is created based on the idea of keeping the plate crown ratio constant as in the conventional case is taken as a conventional example, and the case where the shape constraint path is created based on the above-described first embodiment of the present invention is the present case. This is an example of the invention.

そして、圧延材については、仕上板厚が6mmで、仕上板幅が3000mmとした。 As for the rolled material, the finished plate thickness was 6 mm and the finished plate width was 3000 mm.

図3は、従来例と本発明例とで、仕上圧延終了後の平坦度を比較した図である。 FIG. 3 is a diagram comparing the flatness after finishing rolling between the conventional example and the example of the present invention.

従来例では、図3(a)に示すように、大きな歪(中波)が発生する場合が多かったが、本発明例では、図3(b)に示すように、良好な平坦度(フラット)な場合が多かった。 In the conventional example, a large distortion (medium wave) was often generated as shown in FIG. 3 (a), but in the example of the present invention, as shown in FIG. 3 (b), a good flatness (flatness) was generated. ) In many cases.

そして、図4は、従来例と本発明例とで、類似の圧延条件の圧延材間におけるパススケジュールの変化を比較した図である。 FIG. 4 is a diagram comparing changes in the path schedule between the rolled materials under similar rolling conditions between the conventional example and the example of the present invention.

従来例では、図4(a)に示すように、類似の圧延条件の圧延材であっても、圧延材ごとにパススケジュールが大きく変化し、大きな歪が発生する場合が多かったが、本発明例では、図4(b)に示すように、類似の圧延条件の圧延材間では、パススケジュールの変化が少なく、安定的に良好な平坦度を得ることができた。 In the conventional example, as shown in FIG. 4A, even if the rolled material has similar rolling conditions, the pass schedule often changes greatly for each rolled material and a large strain is generated in many cases. In the example, as shown in FIG. 4B, there was little change in the path schedule between the rolled materials under similar rolling conditions, and stable and good flatness could be obtained.

その結果、図5に示すように、オフラインでの矯正工程が発生した割合(矯正工程発生率)について、従来例を100とした時に、本発明例では33と大幅に低減した。 As a result, as shown in FIG. 5, the rate at which the offline correction process occurred (correction process occurrence rate) was significantly reduced to 33 in the example of the present invention when the conventional example was set to 100.

これによって、本発明の有効性を確認することができた。 As a result, the effectiveness of the present invention could be confirmed.

10 厚鋼板圧延システム
11 圧延プロコン
12 圧延ファイルサーバ
13 歪データベース
14 剪断プロコン
15 歪計(平坦度計)
10 Thick steel sheet rolling system 11 Rolling process controller 12 Rolling file server 13 Strain database 14 Shear process controller 15 Strain meter (flatness meter)

Claims (6)

厚鋼板の圧延を行うに際して、予め、これまでに圧延した圧延実績材ごとに、4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)と、形状制約パスと、仕上圧延終了後の歪量とを収納した歪データベースを作成しておくとともに、前記歪データベースに収納されている圧延実績材について、前記4項目の圧延条件のそれぞれに区分を設け、その4項目の圧延条件の区分の組み合わせごとに、最も仕上圧延終了後の歪量が小さい圧延実績材を選定しておき、
これから圧延する圧延予定材のパススケジュールを作成する際に、前記圧延予定材の圧延条件が合致する4項目の圧延条件の区分の組み合わせを選び、
選んだ4項目の圧延条件の区分の組み合わせに対して選定されている最も仕上圧延終了後の歪量が小さい前記圧延実績材の形状制約パスを前記圧延予定材の形状制約パスとすることを特徴とする厚鋼板の圧延方法。
When rolling a thick steel plate, four items of rolling conditions (finished plate thickness, finished plate width, roll chance, steel type), shape constraint path, and finish rolling are completed for each rolled material that has been rolled so far. A strain database containing the subsequent strain amount is created, and the rolling performance materials stored in the strain database are classified into each of the four rolling conditions, and the rolling conditions of the four items are set. For each combination of categories, select the rolling performance material with the smallest amount of strain after finishing rolling.
When creating a path schedule for the rolling material to be rolled from now on, select a combination of four rolling condition categories that match the rolling conditions of the rolling material.
The feature is that the shape-constrained path of the rolling performance material with the smallest amount of strain after finishing rolling selected for the combination of the four selected rolling condition classifications is used as the shape-constrained path of the planned rolling material. Rolling method for thick steel sheets.
厚鋼板の圧延を行うに際して、予め、これまでに圧延した圧延実績材ごとに、4項目の圧延条件(仕上板厚tmm、仕上板幅Bmm、ロールチャンスN本、カーボン当量Ceq)と、形状制約パスと、仕上圧延終了後の歪量とを収納した歪データベースを作成しておき、
これから圧延する圧延予定材の4項目の圧延条件のそれぞれに、類似範囲(仕上板厚t±Δtmm 、仕上板幅B±ΔBmm、ロールチャンスN±ΔN本、カーボン当量Ceq±ΔCeq、ただし、Δtmm、ΔBmm、ΔN本、ΔCeqは予め設定された数値)を設け、前記歪データベースに収納されている圧延実績材の中から、前記類似範囲のすべてに入っている圧延実績材を抽出し、
抽出した圧延実績材の中で、最も仕上圧延終了後の歪量が小さい圧延実績材を選出し、
選出した圧延実績材の形状制約パスを当該圧延予定材の形状制約パスとすることを特徴とする厚鋼板の圧延方法。
When rolling a thick steel plate, four items of rolling conditions (finished plate thickness tmm, finished plate width B mm, roll chance N, carbon equivalent Ceq ) ) and shape for each rolled material that has been rolled so far. Create a strain database that stores the constraint path and the strain amount after finishing rolling.
Similar ranges (finished plate thickness t ± Δt mm, finished plate width B ± ΔB mm, roll chance N ± ΔN, carbon equivalent Ceq ± ΔCeq, however, Δtmm, respectively, for each of the four rolling conditions of the material to be rolled to be rolled. ΔBmm, ΔN lines, and ΔCeq are preset numerical values), and from the rolling performance materials stored in the strain database, rolling performance materials that fall within all of the similar ranges are extracted.
Among the extracted rolling performance materials, the rolling performance material with the smallest amount of strain after finishing rolling is selected.
A method for rolling a thick steel sheet, characterized in that the shape-constrained path of the selected rolling performance material is the shape-constrained path of the material to be rolled.
前記4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種)に加熱温度を追加して、5項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、鋼種、加熱温度)にすることを特徴とする請求項に記載の厚鋼板の圧延方法。 The heating temperature is added to the four rolling conditions (finished plate thickness, finished plate width, roll chance, steel type), and the five rolling conditions (finished plate thickness, finished plate width, roll chance, steel type, heating temperature). The method for rolling a thick steel sheet according to claim 1 , wherein the thick steel sheet is rolled. 前記4項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、カーボン当量Ceq)に加熱温度を追加して、5項目の圧延条件(仕上板厚、仕上板幅、ロールチャンス、カーボン当量Ceq、加熱温度)にすることを特徴とする請求項2に記載の厚鋼板の圧延方法。 The heating temperature is added to the four rolling conditions (finished plate thickness, finished plate width, roll chance, carbon equivalent Ceq), and the five rolling conditions (finished plate thickness, finished plate width, roll chance, carbon equivalent Ceq) are added. The method for rolling a thick steel sheet according to claim 2, wherein the temperature is set to (heating temperature). 前記圧延予定材の仕上板厚が9mm以下で、仕上板幅が3000mm以上であることを特徴とする請求項1〜のいずれかに記載の厚鋼板の圧延方法。 The method for rolling a thick steel plate according to any one of claims 1 to 4 , wherein the finished plate thickness of the material to be rolled is 9 mm or less and the finished plate width is 3000 mm or more. 請求項1〜のいずれかに記載の厚鋼板の圧延方法を用いて厚鋼板を製造することを特徴とする厚鋼板の製造方法。 A method for producing a thick steel sheet, which comprises producing the thick steel sheet by using the method for rolling a thick steel sheet according to any one of claims 1 to 5 .
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