JP2010274289A - Setup method of roll gap in reverse rolling - Google Patents

Setup method of roll gap in reverse rolling Download PDF

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JP2010274289A
JP2010274289A JP2009128017A JP2009128017A JP2010274289A JP 2010274289 A JP2010274289 A JP 2010274289A JP 2009128017 A JP2009128017 A JP 2009128017A JP 2009128017 A JP2009128017 A JP 2009128017A JP 2010274289 A JP2010274289 A JP 2010274289A
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Daisuke Nakagawa
大輔 中川
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Nippon Steel Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a setup method of a roll gap in reverse rolling, for setting up the roll gap so that the thickness of a steel plate on a bitten side end is accurately matched with the target plate thickness. <P>SOLUTION: In the setup method of the roll gap at a bitten end of a steel plate 1 when conducting the reverse rolling of the steel plate 1 by using AGC (Automatic Gauge Control) in a rolling mill, the thickness difference ΔH<SB>a</SB>is obtained from the thickness at the bite-releasing side end and the thickness of a regular portion of the steel plate 1 rolled by the previous rolling pass, and the roll gap changing amount ΔS at the bitten side end in the present rolling pass is obtained from expression ΔH<SB>a</SB>(1+K/M) (wherein K is the deformation resistance of the regular portion of the steel plate; and M is a mill constant). The roll gap G<SB>a</SB>at the bitten side end in the present rolling pass is determined by correcting the roll gap G at the regular portion in the present pass with the obtained roll gap changing amount ΔS. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、圧延機により鋼板をリバース圧延する際における鋼板の噛込先端部でのロールギャップのセットアップ方法に関する。   The present invention relates to a method for setting up a roll gap at a biting tip of a steel sheet when the steel sheet is reverse-rolled by a rolling mill.

一般に、圧延機でスラブを熱間圧延して厚鋼板とする際に、圧延機のロールギャップと実測圧延荷重によりミル伸びを求め、このミル伸びから計算される出側板厚が目標板厚となるようにロールギャップを調整する板厚制御方法(FB−AGC:Feed Back Automatic Gauge Control)が行われている。このFB−AGCは、通常、鋼板がロールに噛み込んでから80mm程度進んだ位置でスタートするので、この80mm程度の先端部は不感帯であり、制御対象となっていない。   In general, when a slab is hot-rolled into a thick steel plate with a rolling mill, the mill elongation is obtained from the roll gap of the rolling mill and the measured rolling load, and the exit side plate thickness calculated from this mill elongation becomes the target plate thickness. Thus, a plate thickness control method (FB-AGC: Feed Back Automatic Gauge Control) for adjusting the roll gap is performed. Since this FB-AGC usually starts at a position advanced by about 80 mm after the steel sheet is caught in the roll, the tip of about 80 mm is a dead zone and is not controlled.

また、鋼板の噛込端部は過冷却状態になりやすく、過冷却による変形抵抗の増加により、この噛込端部は定常部(鋼板中間部)よりも1mm程度厚くなってしまう傾向がある。一般のAGCでは、その厚くなった領域の荷重を検知し、これを基にしてAGCによるロールギャップの締め込みが始まるが、厚くなった領域は極短い領域(噛み込みから800mm程度)であるため、圧延速度に対してAGC制御が追いつかず結果的に厚くない領域を締め込んでしまい、板厚が逆に目標板厚より薄くなる領域が発生するという問題もある。
そこで、鋼板噛み込み前のロールギャップを、板厚が薄くなる領域で成品の注文寸法の下限板厚を切らない範囲で予定よりも多く締め込むといった調整をしているが十分な板厚制御ができていない。
Further, the biting end portion of the steel plate tends to be in a supercooled state, and the biting end portion tends to be thicker by about 1 mm than the steady portion (steel plate intermediate portion) due to an increase in deformation resistance due to supercooling. In general AGC, the load in the thickened area is detected, and tightening of the roll gap by AGC starts based on this load, but the thickened area is an extremely short area (about 800 mm from biting). There is also a problem in that a region where the AGC control cannot catch up with the rolling speed and consequently is not thick is tightened, and a region where the plate thickness is conversely thinner than the target plate thickness occurs.
Therefore, the roll gap before biting the steel plate is adjusted to tighten more than expected within the range where the lower limit plate thickness of the product custom dimension is not cut in the region where the plate thickness is thin, but sufficient plate thickness control is performed. Not done.

このような問題を解決するために、特許文献1には、鋼板のロール噛み込み前の圧下シリンダー位置の調整を行うに際して、鋼板のロールへの噛み込み時の圧下シリンダーの上昇量を、圧延する材料の変形抵抗や圧延条件などより算出した予測圧延荷重より求め、この上昇量に応じてロールギャップを締め込む鋼板の板厚制御方法が提案されており、さらにその制御方法に加え、鋼板のロールへの噛み込み時の衝撃による圧下シリンダーの上昇量を予測圧延荷重から計算し、この上昇量に応じてロールギャップの締め込み側へ圧下シリンダーの調整をすることによって、鋼板の噛込端部の板厚偏差を低減する鋼板の板厚制御方法も開示されている。   In order to solve such a problem, in Patent Document 1, when adjusting the position of the reduction cylinder before the steel sheet is caught in the roll, the amount of increase in the reduction cylinder when the steel sheet is caught in the roll is rolled. A steel plate thickness control method has been proposed in which the roll gap is tightened in accordance with the predicted rolling load calculated from the deformation resistance of the material, rolling conditions, etc. The amount of rise of the reduction cylinder due to the impact at the time of biting into the roll is calculated from the predicted rolling load, and the reduction cylinder is adjusted to the tightening side of the roll gap according to this amount of rise, thereby A sheet thickness control method for reducing the sheet thickness deviation is also disclosed.

特開平11−207405号公報Japanese Patent Laid-Open No. 11-207405

しかしながら、前述の特許文献1に係る鋼板の板厚制御方法は、先端部の予測荷重から噛込側端部のロールギャップをセットアップするものであり、精度良く荷重を予測することが困難であり、ロールギャップの制御が適切に行えず、鋼板の噛込み端部の板厚の制御は難しく、目標板厚より厚い部分が残る場合や、板厚が薄くなる場合がある。   However, the plate thickness control method of the steel sheet according to Patent Document 1 described above is to set up the roll gap of the biting side end from the predicted load of the tip, and it is difficult to accurately predict the load, The roll gap cannot be controlled properly, and it is difficult to control the thickness of the biting end of the steel plate, and a portion thicker than the target thickness may remain or the thickness may be reduced.

そこで、本発明は荷重予測のみでは制御することのできなかった上記の問題点を解決し、鋼板の噛み込み側端部の板厚を目標板厚に精度よく一致するようにロールギャップをセットアップすることのできるリバース圧延におけるロールギャップのセットアップ方法を提供することを課題とする。   Therefore, the present invention solves the above-mentioned problems that could not be controlled only by load prediction, and sets up the roll gap so that the thickness of the biting side end of the steel plate matches the target plate thickness with high accuracy. It is an object of the present invention to provide a roll gap setup method in reverse rolling.

前記課題を解決するため、本発明の第1の構成に係るリバース圧延におけるロールギャップのセットアップ方法は、圧延機でAGCを用いて鋼板をリバース圧延する際の、鋼板の噛込端部におけるロールギャップのセットアップ方法において、前圧延パスで圧延した鋼板の、噛抜側端部の板厚Hhと定常部の板厚Hmを求め、この両板厚からその板厚偏差ΔHaを求め、今次圧延パスでの噛込側端部におけるロールギャップ変更量ΔSを下式(1)で求め、今次圧延パスでの噛込側端部におけるロールギャップGaを、今次パス定常部ロールギャップGから前記求めたロールギャップ変更量ΔSで補正することにより決定することを特徴とする。 In order to solve the above-mentioned problem, the roll gap setup method in reverse rolling according to the first configuration of the present invention is the roll gap at the biting end of the steel sheet when the steel sheet is reverse rolled using AGC in a rolling mill. in the setup, the rolled steel plate in the previous rolling pass, determine the thickness H m of the thickness H h and the constant part of噛抜end, Searching for the thickness deviation [Delta] H a from the two plate thickness, now calculated roll gap change amount ΔS in clipping position end at the next rolling pass by the following formula (1), the roll gap G a, Imatsugi path constant region roll gap at the clipping position end at Imatsugi rolling pass It is determined by correcting from G the above-obtained roll gap change amount ΔS.

Figure 2010274289
但し、K:鋼板定常部変形抵抗、M:ミル定数
この第1の構成により、鋼板の噛込端部の板厚を定常部の板厚と略同等にすることが可能となり、鋼板長手方向で板厚偏差の小さい鋼板とすることができる。
Figure 2010274289
However, K: Steel plate steady portion deformation resistance, M: Mill constant This first configuration makes it possible to make the plate thickness of the biting end of the steel plate substantially equal to the plate thickness of the steady portion, and in the longitudinal direction of the steel plate. A steel plate having a small thickness deviation can be obtained.

また、本発明の第2の構成に係るリバース圧延におけるロールギャップのセットアップ方法は、第1の構成の板厚偏差ΔHaを下式(2)で求めることを特徴とする。 Also, how to set up the roll gap in the reverse rolling according to the second configuration of the present invention is characterized by obtaining the thickness variation [Delta] H a of the first configuration by the following formula (2).

Figure 2010274289
Figure 2010274289

但し、Gh:噛抜側ロールギャップ、Fh:噛抜側圧延荷重
m:定常部ロールギャップ、Fm:定常部圧延荷重
この第2の構成により、圧延荷重とロールギャップとから板厚偏差を算定することができ、板厚偏差を算定する際に生産性に影響を与えることがない。
However, G h:噛抜side roll gap, F h:噛抜side rolling load G m: constant section roll gap, F m: a constant section rolling load the second configuration, the plate thickness of the rolling load and roll gap Deviation can be calculated and productivity is not affected when calculating thickness deviation.

また、本発明の第3の構成に係るリバース圧延におけるロールギャップのセットアップ方法は、第1または第2の構成に係るロールギャップ変更量ΔSを前記式(1)に代えて下式(3)で求めることを特徴とする。   Moreover, the roll gap setup method in the reverse rolling according to the third configuration of the present invention uses the following formula (3) instead of the formula (1) for the roll gap change amount ΔS according to the first or second configuration. It is characterized by seeking.

Figure 2010274289
Figure 2010274289

但し、FAVE n-1:前圧延パスにおける定常部の圧延荷重、
MAX n-1:前圧延パスにおける噛抜側端部の最大圧延荷重、
:今次圧延パス変形抵抗、
n-1:前圧延パス変形抵抗、
ΔH:今次圧延パスの設定圧下量、
:前圧延パスの噛抜側端部の板厚、
:今次圧延パスの設定板厚。
この第3の構成により、鋼板の先端が過冷却状態になり硬くなった場合にも、より板厚偏差の小さい高品位の鋼板を得ることができる。
However, F AVE n-1 : Rolling load of the stationary part in the previous rolling pass,
F MAX n-1 : Maximum rolling load at the end of the biting side in the previous rolling pass,
K n: Imatsugi rolling pass deformation resistance,
K n-1 : Pre-rolling path deformation resistance,
ΔH n : Set rolling amount of the current rolling pass,
H h : Plate thickness of the end portion on the biting side of the pre-rolling pass,
H n : The set thickness of the next rolling pass.
With this third configuration, even when the front end of the steel plate becomes supercooled and hardened, a high-grade steel plate with a smaller thickness deviation can be obtained.

本発明は、圧延機でAGCを用いて鋼板をリバース圧延する際に、鋼板の噛込端部の板厚を定常部の板厚と略同等にすることが可能となり、鋼板長手方向で板厚偏差の小さい鋼板とすることができ、歩留まりの向上、鋼板手入れの省力化が図れる等、この分野における効果は大きい。   In the present invention, when reverse rolling a steel sheet using AGC in a rolling mill, it is possible to make the thickness of the biting end of the steel sheet substantially equal to the thickness of the steady part, and the thickness in the longitudinal direction of the steel sheet. Steel sheets with small deviation can be obtained, and the effects in this field are great, such as improvement of yield and saving of labor for steel sheet maintenance.

本発明に係る鋼板の端部板厚制御方法を実施するための制御システム構成図である。It is a control system block diagram for enforcing the edge part plate | board thickness control method of the steel plate which concerns on this invention. 本発明に係る鋼板の端部板厚制御方法を実施するための制御ブロック図である。It is a control block diagram for enforcing the edge part plate | board thickness control method of the steel plate which concerns on this invention.

本発明者は、リバース圧延の特徴である前圧延パス(以下、単に、「前パス」と称することもある)の噛抜側が今次圧延パス(以下、単に、「今次パス」と称することもある)の噛込側となって圧延対象部分が同一であり、且つ、その噛抜から噛込までの時間も数秒と短いために鋼板温度差が小さいことから、前圧延パスの圧延実績を今次圧延パスでの噛込側端部でのロールギャップのセットアップに用いることにより、精度良く噛込側端部の板厚制御が可能となることを知見した。   The present inventor indicates that the biting side of the pre-rolling pass (hereinafter sometimes simply referred to as “previous pass”), which is a feature of reverse rolling, is referred to as the current rolling pass (hereinafter simply referred to as “present pass”). The part to be rolled is the same and the time from the biting to the biting is short, and the steel plate temperature difference is small, so the rolling performance of the previous rolling pass is It has been found that the thickness of the biting side end can be controlled with high accuracy by using it for setting up the roll gap at the biting side end in this rolling pass.

一般的に、鋼板の端部(噛込側端部及び噛抜側端部)は、定常部に比較して冷え易いこと、さらには、特に鋼板の噛込側端部についてはAGCの不感帯であることから、定常部の板厚より厚くなる傾向にある。
そのため、定常部のロールギャップに比較して、噛込側端部のロールギャップはその板厚が厚くなる分だけ絞り込む(ロールギャプを狭く)する必要がある。
これには、先ず、前圧延パスの圧延結果である定常部の板厚Hmと噛抜側端部の板厚Hhを各々求め、この両板厚からその差である板厚偏差ΔHa(=Hh−Hm)を求める必要がある。
なお、噛抜側端部の板厚はAGCの不感帯80mmとその後の応答性などを考慮して噛抜側端部から定常部側方向の800mm迄の範囲における平均板厚とする。また、定常部の板厚Hmとは、噛込側及び噛抜側の端部を除く領域の平均板厚とする。更に、噛抜側又は噛込側の端部とは、噛抜け又は噛込んだ鋼板端から鋼板長手方向中央部側800mm迄の範囲である。
Generally, the end portions of the steel plate (the biting side end portion and the biting side end portion) are easier to cool than the steady portion, and in particular, the biting side end portion of the steel plate is an AGC dead zone. Therefore, it tends to be thicker than the plate thickness of the stationary part.
For this reason, it is necessary to narrow the roll gap at the biting side end portion by an amount corresponding to the increase in the plate thickness (narrow the roll gap) as compared with the roll gap at the stationary portion.
For this purpose, first, the plate thickness H m of the steady portion and the plate thickness H h of the biting side end, which are the rolling results of the pre-rolling pass, are obtained, respectively, and the plate thickness deviation ΔH a, which is the difference between these plate thicknesses. (= H h −H m ) needs to be obtained.
The thickness at the end of the biting side is the average thickness in the range from the end of the biting side to 800 mm in the direction of the steady portion in consideration of the AGC dead zone of 80 mm and the subsequent response. Further, the plate thickness H m of the steady portion is the average plate thickness in the region excluding the end portions on the biting side and the biting side. Further, the end on the biting side or the biting side is a range from the end of the biting or biting steel plate to the center portion 800 mm in the longitudinal direction of the steel plate.

そして、今次圧延パスの噛込側端部のロールギャップGaは、該今次圧延パスにおける定常部の設定ロールギャップGを前記板厚偏差ΔHaで補正(例えば、定常部の設定ロールギャップGから板厚偏差ΔHaを減算)した値とすることにより、板厚偏差の少ない鋼板とするものである。
なお、今次圧延パスにおける定常部のロールギャップGは圧延スケジュールから決定する。
しかし、前記噛込側端部は前述した様にAGCの不感帯であることから、更に、精度よい板厚制御を行うためには、単に、前記定常部の設定ロールギャップGから前記板厚偏差ΔHaを補正するだけではなく、ロールギャップに影響を与えるミル定数M、対象鋼板の定常部の変形抵抗Kからなる板厚影響係数である(1+K/M)を用いて、前記板厚偏差ΔHaを確実に補正するためのロールギャップ変更量ΔSを上記式(1)で求める。
この求めた、ロールギャップ変更量ΔSを前記今次圧延パスでの定常部の設定ロールギャップGから下式(4)の様に差し引いた値を、今次圧延パスの噛込側端部のロールギャップGaとする。
Then, the roll gap G a of bite end of Imatsugi rolling pass is corrected preset roll gap G constant region in the thickness deviation [Delta] H a in該今next rolling pass (e.g., setting a roll gap of the constant region with thickness deviation [Delta] H a subtraction) value from G, it is an small steel plate thickness deviation.
In addition, the roll gap G of the stationary part in this rolling pass is determined from the rolling schedule.
However, since the end portion on the biting side is the dead zone of AGC as described above, in order to perform more accurate plate thickness control, the plate thickness deviation ΔH is simply determined from the set roll gap G of the steady portion. In addition to correcting a, the sheet thickness deviation ΔH a is calculated by using a sheet thickness influence coefficient (1 + K / M) including a mill constant M that affects the roll gap and a deformation resistance K of the steady portion of the target steel sheet. The roll gap change amount ΔS for reliably correcting the above is obtained by the above equation (1).
The calculated value obtained by subtracting the roll gap change amount ΔS from the set roll gap G of the stationary part in the current rolling pass as shown in the following equation (4) is the roll at the end on the biting side of the current rolling pass. Let it be a gap Ga.

Figure 2010274289
Figure 2010274289

なお、定常部の変形抵抗Kは定常部の温度と炭素当量Ceqからオフライン試験により予め求めておくことが好ましい。 The deformation resistance K of the stationary part is preferably obtained in advance by an offline test from the temperature of the stationary part and the carbon equivalent Ceq .

また、前圧延パスにおける定常部、噛込側端部の板厚の求め方は、計器、例えば、レーザ板厚計により実測する方法及び、圧延荷重とロールギャップから算定するゲージメーター板厚算定方式を採用することができるが、今次パスの噛込側板厚を前圧延パスで噛抜側の板厚を利用することから、生産性に影響を与えることなく板厚を求めるのは、計器による実測ではなく、圧延荷重とロールギャップから算定するゲージメーター板厚算定方式を採用することが好ましい。   In addition, the method for determining the plate thickness of the stationary part and the biting side end in the pre-rolling pass is measured by a measuring instrument such as a laser plate thickness gauge, and a gauge meter thickness calculation method calculated from the rolling load and roll gap. However, since the bite side plate thickness of the current pass uses the plate thickness of the bite side in the pre-rolling pass, it is up to the instrument to obtain the plate thickness without affecting productivity. It is preferable to adopt a gauge meter plate thickness calculation method that calculates from the rolling load and the roll gap instead of actual measurement.

この場合における定常部の板厚Hmは、定常部を圧延している際におけるロールギャップGmとその際における圧延荷重Fm、更には、ミル定数Mを基にして、下式(5)により求める。 In this case, the plate thickness H m of the steady portion is expressed by the following equation (5) based on the roll gap G m when rolling the steady portion, the rolling load F m at that time, and the mill constant M. Ask for.

Figure 2010274289
Figure 2010274289

なお、上記、定常部のロールギャップGmとは、定常部領域を圧延している際の平均ロールギャップで、また、圧延荷重Fmとは定常部領域を圧延している際の平均荷重である。
更に、同様にして、前圧延パスにおける噛抜側端部の板厚Hhは、噛抜側端を圧延している際におけるロールギャップGhとその際における圧延荷重Fh、更には、ミル定数Mを基にして、下式(6)により求める。
The above, and the roll gap G m of constant section, with an average roll gap during which rolling a constant region, and in the average load when that rolling the constant region and the rolling force F m is there.
Further, in the same manner, the thickness H h of the biting side end in the pre-rolling pass is the roll gap G h when the biting side end is rolled, the rolling load F h at that time, and the mill Based on the constant M, the following equation (6) is used.

Figure 2010274289
Figure 2010274289

なお、上記、噛抜側端部のロールギャップGh及び圧延荷重Fhとは、噛抜側端領域を圧延している際の平均ロールギャップであり、また、その際の平均荷重である。
このことから、定常部と噛抜側端の板厚偏差ΔHaは下式(7)で求めることができる。これは、前記式(2)と同じである。
The roll gap G h and the rolling load F h at the biting side end are the average roll gap when rolling the biting side end region, and are the average load at that time.
Therefore, the thickness deviation [Delta] H a constant region and噛抜end can be obtained by the following equation (7). This is the same as the formula (2).

Figure 2010274289
Figure 2010274289

そして、この求めた板厚偏差ΔHaを前記式(1)のΔHaに代入して、ロールギャップ変更量ΔSを求め、このロールギャップ変更量ΔSで前記今次圧延パスでの定常部の設定ロールギャップGを補正(G−ΔS=G−ΔHa×(1+K/M))して今次圧延パスの噛込側端部のセットアップの際のロールギャップGaとする。 Then, set by substituting the [Delta] H a, determine the roll gap change amount [Delta] S, the steady portion in the Imatsugi rolling passes in this roll gap change amount [Delta] S in the formula the obtained thickness deviation ΔH a (1) The roll gap G is corrected (G−ΔS = G−ΔH a × (1 + K / M)) to obtain a roll gap G a at the time of setting up the biting side end of the current rolling pass.

また、例えば、高品位の表面形状の鋼板を得るためにデスケーリングを強化した場合には、該鋼板先端が上反りになる場合があり、この場合は、その先端が過冷却状態になって硬くなっていることから、鋼板端部における硬さを求めて、この求めた硬さを基にして、今次圧延パスの噛込側端部のセットアップのロールギャップ値とすることが好ましい。
この硬さは、前パスの噛抜側端部における最大荷重と定常部における平均荷重、前パス、今次パスの変形抵抗Kより予測するものである。
Further, for example, when descaling is strengthened to obtain a high-quality surface-shaped steel plate, the tip of the steel plate may be warped, and in this case, the tip is supercooled and hardened. Therefore, it is preferable to obtain the hardness at the end of the steel plate and set the roll gap value of the setup at the biting side end of the current rolling pass based on the obtained hardness.
This hardness is predicted from the maximum load at the end portion on the biting side of the previous pass, the average load at the stationary portion, the deformation resistance K of the previous pass and the current pass.

この硬さの求め方について、以下に具体的に説明する。
先ず、前パスにおける定常部の圧延荷重(FAVE n-1)と噛抜側端部の最大圧延荷重(FMAX n-1)、今次パスの噛込側端部の予測温度と炭素当量Ceqより求まる今次パスの噛込側端部の変形抵抗(Kn)、前パスの噛抜側端部の温度と炭素当量Ceqより求めた前パス噛抜側端部の変形抵抗(Kn-1)の比率を基にして今次パスにおける噛込側端部における硬さ(HD)を下式(8)で求める。
The method for obtaining this hardness will be specifically described below.
First, the rolling load (F AVE n-1 ) of the stationary part in the previous pass, the maximum rolling load (F MAX n-1 ) of the end on the biting side, the predicted temperature and the carbon equivalent of the biting side end of the current pass Deformation resistance (K n ) at the biting side end of the current pass obtained from C eq , Deformation resistance at the biting side end of the previous pass obtained from the temperature and carbon equivalent C eq of the biting side end of the previous pass ( Based on the ratio of K n-1 ), the hardness (HD) at the biting side end portion in the current pass is obtained by the following equation (8).

Figure 2010274289
Figure 2010274289

なお、次パスの噛込側端部の予測温度は、板厚方向、圧延長方向の温度偏差をFEM(Finite Element Method:有限要素法)による伝熱解析により求め、前パスの温度は、温度計により実測して求めることが好ましい。   The predicted temperature at the biting side end of the next pass is obtained by heat transfer analysis by FEM (Finite Element Method) in the thickness direction and the rolling length direction, and the temperature of the previous pass is the temperature It is preferable to obtain by actual measurement with a meter.

上記求めた鋼板先端部の硬さHDと、今次パスの設定圧下量ΔHnから下式(9)により今次パスの噛込側端部の予測圧下量ΔHp nを求める。 Said a hardness HD of steel tip obtained, obtains a predicted reduction amount [Delta] H p n of bite end of the now following the path by the following equation (9) from the set reduction ratio [Delta] H n of Imatsugi path.

Figure 2010274289
Figure 2010274289

そして、前パスにおける噛抜側端部の板厚Hh、板厚偏差ΔHaと今次パスの設定板厚Hnと上記予測圧下量ΔHp nから今次圧延パスの噛込側端部のロールギャップ変更量ΔSを下式(10)から求める。 The bite-side end of the front plate thickness H h of噛抜end in the path, thickness deviation [Delta] H a and now set thickness H n follows path and the predicted reduction amount [Delta] H from the p n now following rolling pass The roll gap change amount ΔS is obtained from the following equation (10).

Figure 2010274289
Figure 2010274289

即ち、上記式(9)〜(10)により上記式(3)となり、この式(3)のロールギャップ変更量ΔSを前記今次圧延パスでの定常部の設定ロールギャップGから差し引いた値を、今次圧延パスの噛込側端部のセットアップ時のロールギャップGaとする。これにより鋼板噛込端部を定常部と同等の板厚に圧延することが可能となる。 That is, the above equation (3) is obtained by the above equations (9) to (10), and a value obtained by subtracting the roll gap change amount ΔS of the equation (3) from the set roll gap G of the stationary part in the current rolling pass is obtained. The roll gap G a at the time of setup of the biting side end of the current rolling pass is set. This makes it possible to roll the steel plate biting end to a plate thickness equivalent to that of the steady portion.

本発明の鋼板の熱間圧延における板厚制御方法の実施の形態を、図1、図2を参照して具体的に説明する。
図1中、WRは鋼板1を圧延するためのワークロール、BRはバックアップロール、2は圧延荷重を測定する荷重測定器(例えばロードセル)、3は圧下スクリュー4のスクリュー位置を検出する圧下スクリュー位置検出器、4は上下ワークロールWRのロールギャップを調整する圧下スクリュー、5はロールギャップを演算・調整制御するロールギャップ演算制御装置、6は圧延中のAGCシリンダー7のシリンダー位置を検出するAGCシリンダー位置検出器、8は圧延機のミル定数M、圧延対象鋼板1の圧延スケジュールを記憶した上位計算機、9は圧下スクリュー4の位置を制御する圧下スクリュー制御装置、10はAGCシリンダー7のシリンダー位置を制御するAGCシリンダー制御装置、TはワークロールWRの出側に設けて、鋼板の表面温度を測定する温度計である。
An embodiment of a sheet thickness control method in hot rolling of a steel sheet according to the present invention will be specifically described with reference to FIGS. 1 and 2.
In FIG. 1, WR is a work roll for rolling the steel plate 1, BR is a backup roll, 2 is a load measuring device (for example, a load cell) for measuring a rolling load, and 3 is a reduction screw position for detecting the screw position of the reduction screw 4. Detector 4 is a reduction screw that adjusts the roll gap of the upper and lower work rolls WR, 5 is a roll gap calculation control device that calculates and adjusts the roll gap, and 6 is an AGC cylinder that detects the cylinder position of the AGC cylinder 7 during rolling. A position detector, 8 is a mill constant M of the rolling mill, and a host computer that stores the rolling schedule of the steel sheet 1 to be rolled, 9 is a reduction screw controller for controlling the position of the reduction screw 4, and 10 is a cylinder position of the AGC cylinder 7. AGC cylinder controller to be controlled, T is provided on the exit side of the work roll WR, A thermometer for measuring the surface temperature of the plate.

ワークロールWR、バックアップロールBRのロールギャップの設定は圧下スクリュー位置およびAGCシリンダー位置によって決まり、圧下スクリュー制御装置9は、上位計算機8において記憶している圧延スケジュールから今次パスの設定板厚を基にして決定した圧下スクリュー位置を入力し、この入力した圧下スクリュー位置情報を基にして圧下スクリュー4を駆動して定常部ロールギャップGを設定する。また、ロールギャップ演算部5からの前記ロールギャップ変更量ΔSによりAGCシリンダー制御装置10でAGCシリンダー7を介してロールギャップを調整する。この調整は、圧延中は圧下スクリュー4を動かすことができないため、圧延中の制御が可能なAGCシリンダー7を動かしてロールギャップの補正分(ΔS)を設定するようにしたためである。   The roll gap setting of the work roll WR and the backup roll BR is determined by the reduction screw position and the AGC cylinder position. The reduction screw control device 9 is based on the set plate thickness of the current pass from the rolling schedule stored in the host computer 8. Then, the determined reduction screw position is input, and the reduction screw 4 is driven based on the input reduction screw position information to set the steady portion roll gap G. Further, the roll gap is adjusted via the AGC cylinder 7 by the AGC cylinder controller 10 based on the roll gap change amount ΔS from the roll gap calculation unit 5. This adjustment is because the rolling screw 4 cannot be moved during rolling, and the AGC cylinder 7 that can be controlled during rolling is moved to set the correction amount (ΔS) of the roll gap.

先ず、本発明の第1の構成及び第2の構成に対応するロールギャップ演算制御装置5の演算・制御の実施例1を図2を参照して具体的に説明する。
このロールギャップ演算制御装置5は、圧延位置演算部5a、ロールギャップ演算部5b、板厚演算部5c、板厚偏差演算部5d、ロールギャップ変更量演算部5e、変形抵抗演算部5fから構成している。
First, the calculation / control example 1 of the roll gap calculation control device 5 corresponding to the first configuration and the second configuration of the present invention will be specifically described with reference to FIG.
The roll gap calculation control device 5 includes a rolling position calculation unit 5a, a roll gap calculation unit 5b, a plate thickness calculation unit 5c, a plate thickness deviation calculation unit 5d, a roll gap change amount calculation unit 5e, and a deformation resistance calculation unit 5f. ing.

そして、この圧延位置演算部5aは、荷重測定器2で測定し、予め設定した基準値を超える圧延荷重Fが入力すると圧延が開始されたと判断して、上位計算機8から圧延対象鋼板の長さ、圧延速度を入力する。そして、この入力した各情報から圧延している鋼板1の長手方向における圧延位置を演算して、その演算した現状の圧延位置をロールギャップ演算部5bに逐次出力する。   And this rolling position calculating part 5a is measured with the load measuring device 2, and when the rolling load F exceeding the preset reference value is inputted, it is judged that rolling has started, and the length of the steel sheet to be rolled is determined from the host computer 8. Enter the rolling speed. Then, the rolling position in the longitudinal direction of the steel sheet 1 being rolled is calculated from the input information, and the calculated current rolling position is sequentially output to the roll gap calculation unit 5b.

ロールギャップ演算部5bは、この入力した圧延位置情報と圧下スクリュー位置検出器3で測定した圧下スクリュー4のスクリュー位置情報およびAGCシリンダー位置検出器6で測定したAGCシリンダーの位置、更には前記荷重測定器2で測定した圧延荷重Fを入力して、鋼板長手方向における各位置の上下のワークロールWRのロールギャップGを演算する。   The roll gap calculation unit 5b receives the input rolling position information, the screw position information of the reduction screw 4 measured by the reduction screw position detector 3, the position of the AGC cylinder measured by the AGC cylinder position detector 6, and the load measurement. The rolling load F measured with the vessel 2 is input, and the roll gap G between the upper and lower work rolls WR at each position in the longitudinal direction of the steel sheet is calculated.

なお、上記圧延荷重F、スクリュー位置、AGCシリンダー位置の各情報は例えば16ms毎の間隔で逐次取り込み、その取り込んだタイミングで各々演算して出力している。   In addition, each information of the said rolling load F, a screw position, and an AGC cylinder position is taken in sequentially, for example at an interval of every 16 ms, and it calculates and outputs each at the timing taken in.

板厚演算部5cは、ロールギャップ演算部5bからの逐次入力するロールギャップGと上位計算機8からミル定数Mを入力して鋼板の先端及び後端の各800mmを除く定常部の板厚を前記式(5)により求めて、その平均値Hmを演算し、更に、噛抜側の後端部(噛抜端から800mm定常部側の範囲)の板厚を前記式(6)により求めて、その平均値Hhを演算して板厚偏差演算部5dに出力する。尚、この端部の平均板厚(以下単に端部板厚とも称す)Hh、定常部の平均板厚(以下単に定常部板厚とも称す)Hmと圧延荷重Fh、ロールギャップGhを上位計算機8にも伝送する。 The plate thickness calculation unit 5c inputs the roll gap G sequentially input from the roll gap calculation unit 5b and the mill constant M from the high-order computer 8, and calculates the plate thickness of the steady portion excluding the 800 mm at the front and rear ends of the steel plate. The average value H m is calculated from the equation (5), and the plate thickness of the rear end portion of the biting side (the range from the biting end to the 800 mm steady portion side) is further calculated by the above formula (6). The average value H h is calculated and output to the plate thickness deviation calculating section 5d. The average plate thickness (hereinafter also referred to simply as end plate thickness) H h, the average plate thickness (hereinafter also simply referred to as steady portion plate thickness) H m , the rolling load F h , and the roll gap G h. Is also transmitted to the host computer 8.

そして、前記板厚偏差演算部5dは入力した端部板厚Hhと定常部板厚Hmから、その差(Hh−Hm)である板厚偏差ΔHaを算出し、ロールギャップ変更量演算部5e出力する。 Then, the plate thickness deviation calculating section 5d calculates a plate thickness deviation ΔH a which is a difference (H h −H m ) from the input end plate thickness H h and the steady portion plate thickness H m , and changes the roll gap. The quantity calculation part 5e outputs.

また、変形抵抗演算部5fは、圧延機の出側に設けた温度計Tで測定した鋼板温度(前記定常部の平均温度が好ましいが、鋼板先端から予め設定した長さ、例えば、1500mm程度、鋼板後端側になった位置での温度でも良い。)を入力すると共に、上位計算機8から対象鋼板の炭素当量Ceqを入力する。そして、これを基にして、予め設定した温度、炭素当量Ceq、変形抵抗Kの関係を示した例えば表1に示したテーブルから変形抵抗Kを演算してロールギャップ変更量演算部5e出力する。 Further, the deformation resistance calculation unit 5f is a steel plate temperature measured by a thermometer T provided on the exit side of the rolling mill (the average temperature of the steady portion is preferable, but a length set in advance from the steel plate tip, for example, about 1500 mm, The temperature at the position on the rear end side of the steel plate may be used.) And the carbon equivalent C eq of the target steel plate is input from the host computer 8. Based on this, for example, the deformation resistance K is calculated from the table shown in Table 1 showing the relationship between the preset temperature, the carbon equivalent C eq , and the deformation resistance K, and output to the roll gap change amount calculation unit 5e. .

Figure 2010274289
Figure 2010274289

ロールギャップ変更量演算部5eは、入力した板厚偏差ΔHa、変形抵抗Kと上位計算機8から入力したミル定数Mにより式(4)の右辺の(ΔHa×(1+K・M))によりロールギャップ変更量ΔSを演算して、AGCシリンダー制御装置10に出力する。 The roll gap change amount calculation unit 5e rolls according to (ΔH a × (1 + K · M)) on the right side of the equation (4) based on the inputted sheet thickness deviation ΔH a , deformation resistance K and the mill constant M inputted from the host computer 8. The gap change amount ΔS is calculated and output to the AGC cylinder control device 10.

次に、本発明の第3の構成に対応するロールギャップ演算制御装置5の演算・制御の実施例2を図2を参照して具体的に説明する。
このロールギャップ演算制御装置5は、前記実施例1の圧延位置演算部5a、ロールギャップ演算部5b、板厚演算部5c、板厚偏差演算部5d、ロールギャップ変更量演算部5e、変形抵抗演算部5fに加えて、硬さ演算部5g、圧下量演算部5hから構成している。
Next, a second embodiment of calculation / control of the roll gap calculation control device 5 corresponding to the third configuration of the present invention will be specifically described with reference to FIG.
The roll gap calculation control device 5 includes a rolling position calculation unit 5a, a roll gap calculation unit 5b, a plate thickness calculation unit 5c, a plate thickness deviation calculation unit 5d, a roll gap change amount calculation unit 5e, and a deformation resistance calculation according to the first embodiment. In addition to the part 5f, it comprises a hardness calculation part 5g and a reduction amount calculation part 5h.

なお、圧延位置演算部5a、ロールギャップ演算部5b、板厚演算部5c、板厚偏差演算部5dは前記実施例1と同様であり、ここでは説明を省略する。
前記硬さ演算部5gは前記圧延位置演算部5aから鋼板長手方向における現状の圧延位置Pを前記同様に逐次入力すると共に荷重検出器2からも圧延荷重Fを逐次入力して、鋼板定常部の平均荷重FAVE n-1及び噛抜端部の最大荷重FMAX n-1を演算し、更に、変形抵抗演算部5fから前パスの変形抵抗Kn―1と今次パスの変形抵抗Knを入力して前記式(8)により今次パスにおける噛込側端部の硬さHDを演算する。
Note that the rolling position calculation unit 5a, the roll gap calculation unit 5b, the plate thickness calculation unit 5c, and the plate thickness deviation calculation unit 5d are the same as those in the first embodiment, and a description thereof is omitted here.
The hardness calculation unit 5g sequentially inputs the current rolling position P in the longitudinal direction of the steel sheet from the rolling position calculation unit 5a in the same manner as described above, and also sequentially inputs the rolling load F from the load detector 2 to the average load F the AVE n-1 and the maximum load F MAX n-1 of噛抜end calculates, further, deformation resistance K n from deformation resistance calculating unit 5f and the deformation resistance K n-1 before path now follows path And the hardness HD of the biting side end in the current pass is calculated according to the equation (8).

圧下量演算部5hは、硬さ演算部5gで演算した上記今次パスにおける噛込側端部の硬さHDと上位計算機8から入力した今次パスの噛抜側端部の設定圧下量ΔHnから前記式(9)から今次パスの噛込側端部の予測圧下量ΔHp nを演算する。 The reduction amount calculation unit 5h calculates the hardness HD of the biting side end in the above-mentioned current pass calculated by the hardness calculation unit 5g and the set reduction amount ΔH of the biting side end of the current pass input from the host computer 8. calculates a predicted reduction amount [Delta] H p n of bite end of the now following a path from the equation (9) from the n.

ロールギャップ変更量演算部5eは、圧下量演算部5hから入力した今次パスの噛込側端部の予測圧下量ΔHp n、板厚偏差演算部5dから入力した板厚偏差ΔHaと前パスの噛抜側端部の板厚Hh、上位計算機8から入力した今次パスの設定板厚Hnにより式(10)で今次パスの噛込側端部のロールギャップ変更量ΔSを演算して、AGCシリンダー制御装置10に出力する。 Roll gap change amount calculation unit 5e reduction amount prediction rolling reduction [Delta] H p n of bite end of Imatsugi path entered from the operation unit 5h, thickness deviation [Delta] H a and before input from the thickness deviation computing unit 5d thickness H h of噛抜end of the path, the roll gap change amount ΔS of bite end of Imatsugi path equation (10) by setting thickness H n of Imatsugi path entered from the host computer 8 Calculate and output to the AGC cylinder controller 10.

WR ワークロール
BR バックアップロール
1 鋼板
2 荷重測定器
3 圧下スクリュー位置検出器
4 圧下スクリュー
5 ロールギャップ演算制御装置
5a 圧延位置演算部
5b ロールギャップ演算部
5c 板厚演算部
5d 板厚偏差演算部
5e ロールギャップ変更量演算部
5f 変形抵抗演算部
5g 硬さ演算部
5h 圧下量演算部
6 AGCシリンダー位置検出器
7 AGCシリンダー
8 上位計算機
9 圧下スクリュー制御装置
10 AGCシリンダー制御装置
WR Work roll BR Backup roll 1 Steel plate 2 Load measuring device 3 Rolling screw position detector 4 Rolling screw 5 Roll gap calculation control device 5a Rolling position calculation unit 5b Roll gap calculation unit 5c Plate thickness calculation unit 5d Plate thickness deviation calculation unit 5e Roll Gap change amount calculation unit 5f Deformation resistance calculation unit 5g Hardness calculation unit 5h Rolling amount calculation unit 6 AGC cylinder position detector 7 AGC cylinder 8 Host computer 9 Rolling screw control device 10 AGC cylinder control device

Claims (3)

圧延機でAGCを用いて鋼板をリバース圧延する際の、鋼板の噛込端部におけるロールギャップのセットアップ方法において、前圧延パスで圧延した鋼板の、噛抜側端部の板厚と定常部の板厚を求め、この両板厚からその板厚偏差ΔHを求め、今次圧延パスでの噛込側端部におけるロールギャップ変更量ΔSを下式(1)で求め、今次圧延パスでの噛込側端部におけるロールギャップGを、今次パス定常部ロールギャップGから前記求めたロールギャップ変更量ΔSで補正することにより決定することを特徴とするリバース圧延におけるロールギャップのセットアップ方法。
Figure 2010274289
但し、K:鋼板定常部変形抵抗、M:ミル定数。
In the roll gap setup method at the biting end of the steel plate when reverse rolling the steel plate using AGC in a rolling mill, the thickness of the biting side end and the steady portion of the steel plate rolled in the pre-rolling pass calculated plate thickness, obtains the thickness deviation [Delta] H a from the two plate thickness, obtains the roll gap change amount ΔS in clipping position end at Imatsugi rolling passes by formula (1), in Imatsugi rolling passes the roll gap setting up in the reverse rolling and determining by the roll gap G a, is corrected by the roll gap change amount ΔS determined from said Imatsugi path constant region roll gap G in the clipping position end .
Figure 2010274289
However, K: Steel plate steady part deformation resistance, M: Mill constant.
前記板厚偏差ΔHを下式(2)で求めることを特徴とする請求項1に記載のリバース圧延におけるロールギャップのセットアップ調整方法。
Figure 2010274289
但し、G:噛抜側ロールギャップ、F:噛抜側圧延荷重、
:定常部ロールギャップ、F:定常部圧延荷重。
Up method of adjusting a roll gap in the reverse rolling according to claim 1, characterized in that determining the thickness deviation [Delta] H a in the following formula (2).
Figure 2010274289
However, G h:噛抜side of the roll gap, F h:噛抜side rolling load,
G m : Stationary part roll gap, F m : Stationary part rolling load.
前記ロールギャップ変更量ΔSを前記式(1)に代えて下式(3)で求めることを特徴とする請求項1又は2に記載のリバース圧延におけるロールギャップのセットアップ調整方法。
Figure 2010274289
但し、FAVE n-1:前圧延パスにおける定常部の圧延荷重、
MAX n-1:前圧延パスにおける噛抜側端部の最大圧延荷重、
:今次圧延パス変形抵抗、
n-1:前圧延パス変形抵抗、
ΔH:今次圧延パスの設定圧下量、
:前圧延パスの噛抜側端部の板厚、
:今次圧延パスの設定板厚。
3. The roll gap setup adjustment method in reverse rolling according to claim 1 or 2, wherein the roll gap change amount [Delta] S is obtained by the following equation (3) instead of the equation (1).
Figure 2010274289
However, F AVE n-1 : Rolling load of the stationary part in the previous rolling pass,
F MAX n-1 : Maximum rolling load at the end of the biting side in the previous rolling pass,
K n: Imatsugi rolling pass deformation resistance,
K n-1 : Pre-rolling pass deformation resistance,
ΔH n : Set rolling amount of the current rolling pass,
H h : Plate thickness of the end portion on the biting side of the pre-rolling pass,
H n : The set thickness of the next rolling pass.
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CN108700866A (en) * 2016-02-22 2018-10-23 首要金属科技奥地利有限责任公司 The on-line calibration of the roll gap of rolling-mill housing
CN109647902A (en) * 2018-12-24 2019-04-19 燕山大学 A kind of real-time method for obtaining gap between rolling mill bearing and memorial archway
JP2020199514A (en) * 2019-06-07 2020-12-17 日本冶金工業株式会社 Rolling method for heavy plate
JP2022059387A (en) * 2020-10-01 2022-04-13 Jfeスチール株式会社 Plate thickness control method, plate material manufacturing method, and plate thickness control device

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108700866A (en) * 2016-02-22 2018-10-23 首要金属科技奥地利有限责任公司 The on-line calibration of the roll gap of rolling-mill housing
US11173529B2 (en) 2016-02-22 2021-11-16 Primetals Technologies Austria GmbH In-line calibration of the roll gap of a roll stand
CN109647902A (en) * 2018-12-24 2019-04-19 燕山大学 A kind of real-time method for obtaining gap between rolling mill bearing and memorial archway
CN109647902B (en) * 2018-12-24 2020-01-14 燕山大学 Method for acquiring gap between rolling mill bearing seat and housing in real time
JP2020199514A (en) * 2019-06-07 2020-12-17 日本冶金工業株式会社 Rolling method for heavy plate
JP7313914B2 (en) 2019-06-07 2023-07-25 日本冶金工業株式会社 Thick plate rolling method
JP2022059387A (en) * 2020-10-01 2022-04-13 Jfeスチール株式会社 Plate thickness control method, plate material manufacturing method, and plate thickness control device
JP7298578B2 (en) 2020-10-01 2023-06-27 Jfeスチール株式会社 Plate thickness control method, plate material manufacturing method, and plate thickness control device

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