JPH11319925A - Manufacture of thick steel plate by camber control - Google Patents

Manufacture of thick steel plate by camber control

Info

Publication number
JPH11319925A
JPH11319925A JP10124958A JP12495898A JPH11319925A JP H11319925 A JPH11319925 A JP H11319925A JP 10124958 A JP10124958 A JP 10124958A JP 12495898 A JP12495898 A JP 12495898A JP H11319925 A JPH11319925 A JP H11319925A
Authority
JP
Japan
Prior art keywords
camber
allowance
rolling
steel plate
steel sheet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP10124958A
Other languages
Japanese (ja)
Other versions
JP3911845B2 (en
Inventor
Masatoshi Sugioka
正敏 杉岡
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP12495898A priority Critical patent/JP3911845B2/en
Publication of JPH11319925A publication Critical patent/JPH11319925A/en
Application granted granted Critical
Publication of JP3911845B2 publication Critical patent/JP3911845B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21BROLLING OF METAL
    • B21B37/00Control devices or methods specially adapted for metal-rolling mills or the work produced thereby
    • B21B37/68Camber or steering control for strip, sheets or plates, e.g. preventing meandering

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Control Of Metal Rolling (AREA)

Abstract

PROBLEM TO BE SOLVED: To remarkably reduce the unbalance of thickness in the width direction without necessitating the installation of a straightening device and special rolling mill. SOLUTION: In the manufacturing method of a thick steel plate by camber control in which rolling is executed while suppressing the horizontal bend of the steel plate, in the case the steel plate which is divided into plural small plates after rolling is rolled, first, the allowance of camber is set about an individual plate (S2), next, the allowance of camber of the whole steel plate is calculated based on the allowance of camber obtained about all the small plates (S3). Within the range of the obtained allowance of camber of the whole steel plate and within the allowance of camber which is decided from the restriction from the viewpoint of equipment (S4), rolling is executed while controlling the camber of the steel plate (S5).

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、鋼板の横曲りを
抑制しながら圧延を行うキャンバ制御による厚鋼板の製
造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a thick steel plate by camber control for performing rolling while suppressing lateral bending of the steel plate.

【0002】[0002]

【従来の技術】厚鋼板の製造においては、圧延中に鋼板
が圧延方向から板幅方向に外れて、横曲りを起すことが
ある。横曲りを起した板の形状をキャンバと言うが、キ
ャンバが発生すると、製品の目標とする板幅が確保でき
なくなるばかりでなく、甚だしい場合は、圧延作業が不
可能となる。そこで、このキャンバを抑制するために、
いくつかの対策が提案されている。
2. Description of the Related Art In the production of thick steel plates, during rolling, the steel plates may be displaced from the rolling direction in the width direction of the steel plate and may be bent laterally. The shape of the bent plate is called camber. When the camber occurs, not only the target plate width of the product cannot be secured, but also in a severe case, the rolling operation becomes impossible. Therefore, in order to suppress this camber,
Several measures have been proposed.

【0003】例えば、特開平7−60353号公報に
は、キャンバが発生した鋼板に対して、形状矯正を行う
ための板キャンバ矯正方法が提案されている。この技術
では、板の長手方向両端をクランプして、圧下装置で板
幅方向に曲げ変形を加えることにより形状矯正を行う。
キャンバ量は、クランプ位置間に配置した複数の距離測
定装置により行い、このキャンバ量を0にするように、
圧下装置の押込み量を演算し制御するというものであ
る。
For example, Japanese Patent Application Laid-Open No. 7-60353 proposes a plate camber correction method for correcting the shape of a steel plate on which camber has occurred. In this technique, shape correction is performed by clamping both ends in the longitudinal direction of a plate and applying bending deformation in the width direction of the plate with a rolling device.
The camber amount is measured by a plurality of distance measuring devices arranged between the clamp positions.
This is to calculate and control the pushing amount of the screw-down device.

【0004】また、特開平6−91314号公報には、
ロールチョックの位置調整によりキャンバ調整を行うキ
ャンバ制御方法が提案されている。この技術では、上下
左右の水平ロールのロールチョックを圧延方向に可動と
した可逆式圧延機を用いて、ロール幅方向にロール間隔
の差をもたせキャンバ制御するというものである。
[0004] Japanese Patent Application Laid-Open No. 6-91314 discloses that
A camber control method for performing camber adjustment by adjusting the position of a roll chock has been proposed. In this technology, camber control is performed with a difference in roll interval in the roll width direction using a reversible rolling mill in which the roll chocks of upper, lower, left and right horizontal rolls are movable in the rolling direction.

【0005】[0005]

【発明が解決しようとする課題】特開平7−60353
号公報記載の技術では、矯正装置を別途設置する必要が
ある。従って、圧延機の出側あるいはシャーライン入り
側等に、この装置を設置するためのスペースを必要とす
る。
Problems to be Solved by the Invention Japanese Patent Application Laid-Open No. 7-60353
In the technique described in Japanese Patent Laid-Open Publication No. H11-260, it is necessary to separately install a correction device. Therefore, a space for installing this apparatus is required on the exit side of the rolling mill or the entrance side of the shear line.

【0006】この技術の装置自体の問題点としては、冷
間加工で矯正を行うため大きな変形は不可能であり、矯
正できるキャンバ量に限度がある。この公報を見ると装
置の目的として、±10mm程度の任意の形状の板キャ
ンバを矯正すると記載されている。従って、矯正できる
キャンバ量としてはこの程度であり、これ以上大きなキ
ャンバ量は矯正できないものと思われる。
[0006] As a problem of the apparatus itself of this technique, since the correction is performed by cold working, large deformation is impossible, and the amount of camber that can be corrected is limited. According to this gazette, it is stated that the purpose of the apparatus is to correct a plate camber having an arbitrary shape of about ± 10 mm. Therefore, the camber amount that can be corrected is this level, and it is considered that a camber amount larger than this cannot be corrected.

【0007】さらに、対象とする厚鋼板の寸法は千差万
別であるから、この技術ではクランプ装置および圧下装
置を可動式とする必要がある。その結果、装置の各部分
について駆動装置が必要となり、装置全体が複雑化しメ
ンテナンスが簡単ではない。また、そのため装置が大型
化し、広い設置スペースを必要とする。
Further, since the thickness of the target thick steel plate varies widely, in this technique, it is necessary to make the clamping device and the pressing-down device movable. As a result, a driving device is required for each part of the device, and the entire device becomes complicated and maintenance is not easy. In addition, the size of the apparatus is increased and a large installation space is required.

【0008】特開平6−91314号公報記載の技術で
は、水平ロールのロールチョックを圧延方向に可動とし
ており、特殊な圧延機を必要とすることになる。
In the technique described in Japanese Patent Application Laid-Open No. 6-91314, the roll chocks of the horizontal rolls are movable in the rolling direction, and a special rolling mill is required.

【0009】またこの技術により、幅方向左右のロール
ギャップの不平衡設定と、板厚制御との間の干渉は避け
られるが、ウェッジ率を一定とする圧延であることには
変わりない。従って、キャンバの低減を優先させると、
幅方向の板厚不均衡(ウェッジ)が増加し、板厚精度が
低下することが避けられない。
Further, this technique can avoid the interference between the unbalance setting of the roll gaps on the left and right in the width direction and the thickness control, but it is still the same as the rolling in which the wedge ratio is kept constant. Therefore, if priority is given to reducing camber,
It is inevitable that the thickness imbalance (wedge) in the width direction increases and the thickness accuracy decreases.

【0010】この発明は、以上のような従来技術の問題
点を解決し、矯正装置や特殊な圧延機の設置を必要とせ
ず、幅方向の板厚不均衡を大幅に低減させることを可能
とする、キャンバ制御による厚鋼板の製造方法を提供す
ることを目的とする。
The present invention solves the above-mentioned problems of the prior art, and makes it possible to greatly reduce the thickness imbalance in the width direction without requiring the installation of a straightening device or a special rolling mill. It is an object of the present invention to provide a method for manufacturing a thick steel plate by camber control.

【0011】[0011]

【課題を解決するための手段】この発明は、鋼板の横曲
りを抑制しながら圧延を行うキャンバ制御による厚鋼板
の製造方法において、圧延後複数の小板に分割する鋼板
を圧延する場合、まず個々の小板についてキャンバ許容
量を設定し、次いで総ての小板について得られたキャン
バ許容量に基づき鋼板全体のキャンバ許容量を算出し、
得られた鋼板全体のキャンバ許容量の範囲内、かつ設備
上の制約から決まるキャンバ許容量の範囲内で、鋼板の
キャンバを制御しながら圧延することを特徴とするキャ
ンバ制御による厚鋼板の製造方法である。
SUMMARY OF THE INVENTION The present invention relates to a method for manufacturing a thick steel sheet by camber control, in which rolling is performed while suppressing lateral bending of the steel sheet. Set the camber allowance for each platelet, then calculate the camber allowance for the entire steel sheet based on the camber allowance obtained for all platelets,
A method for producing a thick steel sheet by camber control, characterized in that rolling is performed while controlling the camber of the steel sheet within a camber allowable amount of the obtained entire steel sheet and within a camber allowable amount determined by facility restrictions. It is.

【0012】この発明は、厚鋼板の板厚精度の向上につ
いて技術開発を行う中でなされたものである。その中
で、厚鋼板の板厚精度を低下させる大きな要因である幅
方向の板厚不均衡(ウェッジ)について検討した。しか
しながら、ウェッジを低減させると、圧延材のマスフロ
ー一定の法則から、必然的にキャンバが増加し、製品の
目標板幅が確保できなくなる。従って、圧延方法のみを
検討する限り、ウェッジを低減することは不可能であ
る。
The present invention was made during the technical development for improving the thickness accuracy of a thick steel plate. Among them, we examined the thickness imbalance (wedge) in the width direction, which is a major factor in reducing the thickness accuracy of thick steel plates. However, when the wedge is reduced, the camber inevitably increases due to the law of constant mass flow of the rolled material, and the target plate width of the product cannot be secured. Therefore, it is impossible to reduce the wedge as long as only the rolling method is considered.

【0013】そこで、圧延以外の製造工程を再検討し、
ウェッジを低減する方法を検討した。その過程で、圧延
された鋼板の中には、圧延後1枚の製品となる場合もあ
るが、複数の小板に分割される鋼板もかなりあることに
着目した。
[0013] Therefore, the manufacturing process other than the rolling is reconsidered.
A method to reduce wedges was studied. In the process, we focused on the fact that some of the rolled steel sheets may become a single product after rolling, but there are quite a few steel sheets that are divided into multiple small plates.

【0014】その場合、分割される小板を単に全体の外
形が矩形となるように配置するならば、鋼板から1枚の
製品を採取するのと変わりない。これでは、製品の目標
板幅を確保するためキャンバを低減させる必要があり、
その結果、ウェッジを低減することができなくなる。
In this case, if the divided small plates are simply arranged so that the whole outer shape is rectangular, it is no different from collecting one product from a steel plate. In this case, it is necessary to reduce the camber to secure the target plate width of the product,
As a result, the wedge cannot be reduced.

【0015】そこでこの発明では、分割される小板を外
形が矩形となるよう配置してキャンバ許容量を決めるの
ではなく、まず個々の小板について、小板ごとのキャン
バ許容量を設定する。個々の小板のキャンバ許容量は、
その小板が圧延する鋼板から採取できる許容限度から決
定する。
Therefore, in the present invention, instead of arranging the small plates to be divided so as to have a rectangular outer shape and determining the camber allowable amount, first, the camber allowable amount of each small plate is set for each small plate. The camber allowance of each platelet is
It is determined from the permissible limits that can be obtained from the steel sheet on which the platelets are rolled.

【0016】次いで、総ての小板について得られたキャ
ンバ許容量に基づき、鋼板全体のキャンバ許容量を算出
する。これは、個々の小板のキャンバ許容量の単なる合
計値を算出するのではなく、キャンバ許容量に対応する
幾何学的形状を、長手方向に接続した全体の形状を想定
して算出する。このようにして得られる鋼板全体のキャ
ンバ許容量は、後述のように従来のキャンバ許容量と比
べるとかなり大きな許容量となる。
Next, the camber allowance of the entire steel sheet is calculated based on the camber allowance obtained for all the small plates. This is not to calculate a mere total value of the camber allowances of the individual small plates, but to calculate a geometric shape corresponding to the camber allowance assuming the entire shape connected in the longitudinal direction. The camber allowance of the entire steel sheet obtained in this way is considerably larger than the conventional camber allowance as described later.

【0017】圧延は、前述の鋼板全体のキャンバ許容量
を上限とする範囲内で行う。この発明では、キャンバ許
容量が大幅に緩和されるので、場合によっては設備上の
制約を超える可能性もある。そこで、通板トラブル等を
避けるため、設備上の制約から決まるキャンバ許容量の
範囲内、という条件も設けておく。
The rolling is performed within the range of the above-mentioned upper limit of the camber allowable amount of the entire steel sheet. In the present invention, the camber allowance is greatly reduced, and in some cases, there is a possibility that the facility limit may be exceeded. Therefore, in order to avoid passing troubles, a condition that the camber is within the allowable range of the camber determined by the restriction on the equipment is provided.

【0018】圧延する際のキャンバの制御は、圧延中の
鋼板のキャンバ量を測定することにより行う。この発明
ではキャンバ許容量が大幅に拡大されるので、その範囲
内でウェッジを最小とすることができる。従って、圧延
中のウェッジを一定に保つ操作等、板厚精度の向上を阻
害する要因が無く、板厚精度を大幅に向上することが可
能である。
The control of the camber at the time of rolling is performed by measuring the camber amount of the steel sheet during rolling. In the present invention, the camber allowance is greatly expanded, so that the wedge can be minimized within that range. Therefore, there is no factor that hinders the improvement of the plate thickness accuracy, such as an operation of keeping the wedge constant during rolling, and the plate thickness accuracy can be greatly improved.

【0019】[0019]

【発明の実施の形態】図1は、この発明の実施の形態の
1例を示すフロー図である。まず、ステップS1で、圧
延計画等に基づき、圧延する鋼板が後工程で小板に分割
されるかどうか、即ち分割の有無を判別する。ステップ
S1で分割無しと判別されたの場合は、鋼板全体として
のキャンバ許容量を決定し、ステップ4に進む。
FIG. 1 is a flowchart showing an example of an embodiment of the present invention. First, in step S1, it is determined whether or not a steel plate to be rolled is divided into small plates in a later process, that is, whether or not there is division, based on a rolling plan or the like. If it is determined in step S1 that there is no division, the camber allowable amount of the entire steel sheet is determined, and the process proceeds to step 4.

【0020】ステップS1で分割有りと判別された場合
は、ステップS2で、個々の小板について、キャンバ許
容量を算出する。ここでは例えば、個々の小板の板幅と
圧延鋼板の板幅の差を算出し、そこからエッジ切捨て分
を差引いてキャンバ許容量とすることができる。
If it is determined in step S1 that there is division, a camber allowable amount is calculated for each small plate in step S2. Here, for example, the difference between the plate width of each small plate and the plate width of the rolled steel plate is calculated, and the amount of edge truncation is subtracted therefrom to obtain the camber allowable amount.

【0021】次いで、ステップS3で、総ての小板のキ
ャンバ許容量から、鋼板全体のキャンバ許容量を算出す
る。これは、個々の小板のキャンバ許容量の単なる合計
値を算出するのではなく、キャンバ許容量に対応する幾
何学的形状を、順次長手方向に接続した全体の形状を想
定して算出する。ここで、演算は平面幾何学的に行えば
よいが、幾何学的形状として鋼板の曲りを対象としてい
るので、形状を曲率半径で代表させて考えてもよい。
Next, in step S3, the camber allowable amount of the entire steel plate is calculated from the camber allowable amounts of all the small plates. In this method, the geometrical shape corresponding to the camber allowance is calculated assuming the entire shape sequentially connected in the longitudinal direction, rather than calculating the simple sum of the camber allowances of the individual small plates. Here, the calculation may be performed in a plane geometrical manner. However, since the geometrical shape targets the bending of the steel plate, the shape may be represented by a radius of curvature.

【0022】例えば、個々の小板の寸法が同一の場合
は、キャンバ許容量に対応する曲率半径も同一となるか
ら、圧延鋼板全体のキャンバ許容量は、その曲率半径か
ら算出できる。個々の小板の寸法が異なる場合は、曲率
半径も個々に異なることになる。その場合は、個々の小
板の中で最大の曲率半径を用いて、圧延鋼板全体のキャ
ンバ量を算出し、キャンバ許容量として設定すれば、安
全側でキャンバ制御を行うことができる。当然のことな
がら、キャンバ許容量を、個々の小板の採取位置に合せ
て、圧延鋼板の長手方向で異なる値に設定してもよい。
For example, when the dimensions of the individual small plates are the same, the radius of curvature corresponding to the camber tolerance is also the same, so that the camber tolerance of the whole rolled steel sheet can be calculated from the radius of curvature. If the dimensions of the individual platelets are different, the radii of curvature will also be different. In this case, if the camber amount of the whole rolled steel sheet is calculated using the maximum radius of curvature among the individual small plates and set as the camber allowable amount, camber control can be performed on the safe side. As a matter of course, the camber allowance may be set to a different value in the longitudinal direction of the rolled steel sheet according to the sampling position of each small plate.

【0023】ステップS4では、この圧延鋼板全体のキ
ャンバ許容量と、設備上の制約から決まるキャンバ許容
量とを比較し、いずれか小さい方をキャンバ制御に用い
るキャンバ許容量に決定する。このキャンバ許容量は、
例えば圧延機の圧延制御装置等に送信する。
In step S4, the camber allowance of the entire rolled steel sheet is compared with a camber allowance determined by restrictions on equipment, and the smaller one is determined as the camber allowance used for camber control. This camber allowance is
For example, it is transmitted to a rolling control device of a rolling mill.

【0024】ステップS5では、圧延中の鋼板のキャン
バ量を測定し、キャンバ制御を行う。キャンバ制御は、
キャンバ許容量の範囲内で、ウェッジを最小とすること
を目標として、キャンバ量を制御することが好ましい。
In step S5, the camber amount of the steel sheet being rolled is measured, and camber control is performed. Camber control is
It is preferable to control the camber amount with the aim of minimizing the wedge within the range of the camber allowance amount.

【0025】このようにキャンバ量を制御して得られた
圧延板の例を図2に示す。ここでは圧延長手方向に同寸
法の小板を2枚採る場合について説明する。図2aは、
この発明の方法を適用した場合、図2bは従来法の場合
を示す。キャンバ量の許容値をcとすると、従来法(図
2b)においてはこれが圧延板全体としてのキャンバ量
の許容値に等しいが、この発明では各小板についてのキ
ャンバ量の許容値となる。その結果、この発明では図2
aに示すように、従来法(図中、破線で示す)と比べる
と、圧延板全体としてはかなり大きなキャンバ量まで許
容できることがわかる。圧延板全体としてのキャンバ量
の許容値は、図ではc’であり、従来法(図中、破線で
示す)の許容値cの約4倍まで拡大することができるこ
とがわかる。
FIG. 2 shows an example of a rolled sheet obtained by controlling the camber amount in this manner. Here, a case where two small plates of the same size are taken in the rolling longitudinal direction will be described. FIG.
When the method of the present invention is applied, FIG. 2b shows the case of the conventional method. Assuming that the allowable value of the camber amount is c, in the conventional method (FIG. 2B), this is equal to the allowable value of the camber amount of the whole rolled plate, but in the present invention, it is the allowable value of the camber amount for each small plate. As a result, FIG.
As shown in a, it can be seen that compared to the conventional method (shown by a broken line in the figure), a considerably large camber amount can be tolerated for the rolled plate as a whole. The permissible value of the camber amount of the whole rolled sheet is c ′ in the figure, and it can be seen that the permissible value c of the conventional method (shown by a broken line in the figure) can be increased to about four times.

【0026】この発明では圧延板全体としてのキャンバ
許容量が大幅に拡大されるので、その範囲内でウェッジ
を最小とすることができる。これにより、板厚精度を大
幅に向上することが可能である。
In the present invention, the camber allowance of the whole rolled sheet is greatly expanded, and the wedge can be minimized within the range. As a result, it is possible to greatly improve the thickness accuracy.

【0027】圧延後の鋼板は、従来技術に比べて比較的
キャンバ量が大きいので、小板に分割する際はまずエン
ドシャーで幅方向に切断する。圧延鋼板の小板への分割
の後、サイドシャー、スリッタ等で長手方向の切断を行
い、製品目標値の板幅とする。また、キャンバがさらに
大きい場合でも、必要に応じて小板を面内で回転させて
切断方向を調節すれば、小板を採取することができる。
Since the rolled steel sheet has a relatively large camber compared to the prior art, when it is divided into small plates, it is first cut in the width direction with an end shear. After dividing the rolled steel plate into small plates, the plate is cut in the longitudinal direction with a side shear, a slitter, or the like to obtain a target product width. Even if the camber is even larger, small plates can be collected by rotating the small plates in the plane as needed and adjusting the cutting direction.

【0028】[0028]

【発明の効果】この発明では、分割される個々の小板に
ついて、キャンバ許容量を設定し、それに基づき鋼板全
体のキャンバ許容量を算出する。その結果、キャンバ許
容量が大幅に拡大されるので、その範囲内でキャンバ制
御することにより、ウェッジを最小とすることができ
る。従って、板厚精度を大幅に向上させることが可能と
なる。
According to the present invention, the camber allowance is set for each of the divided small plates, and the camber allowance of the entire steel sheet is calculated based on the camber allowance. As a result, the permissible amount of camber is greatly increased, and wedges can be minimized by controlling camber within that range. Therefore, the thickness accuracy can be greatly improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】実施の形態の1例を示すフロー図である。FIG. 1 is a flowchart illustrating an example of an embodiment.

【図2】許容できるキャンバ量を模式的に示す図であ
る。
FIG. 2 is a diagram schematically showing an allowable camber amount.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鋼板の横曲りを抑制しながら圧延を行う
キャンバ制御による厚鋼板の製造方法において、圧延後
複数の小板に分割する鋼板を圧延する場合、まず個々の
小板についてキャンバ許容量を設定し、次いで総ての小
板について得られたキャンバ許容量に基づき鋼板全体の
キャンバ許容量を算出し、得られた鋼板全体のキャンバ
許容量の範囲内、かつ設備上の制約から決まるキャンバ
許容量の範囲内で、鋼板のキャンバを制御しながら圧延
することを特徴とするキャンバ制御による厚鋼板の製造
方法。
In a method of manufacturing a thick steel sheet by camber control in which rolling is performed while suppressing lateral bending of the steel sheet, when rolling a steel sheet which is divided into a plurality of small sheets after rolling, first, a permissible amount of camber for each small sheet. Then, the camber allowance of the entire steel sheet is calculated based on the camber allowance obtained for all the small plates, and the camber allowable within the range of the obtained camber allowance of the entire steel sheet and determined by the restrictions on facilities. A method for producing a thick steel sheet by camber control, characterized in that rolling is performed while controlling the camber of the steel sheet within an allowable range.
JP12495898A 1998-05-07 1998-05-07 Manufacturing method of thick steel plate by camber control Expired - Fee Related JP3911845B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12495898A JP3911845B2 (en) 1998-05-07 1998-05-07 Manufacturing method of thick steel plate by camber control

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12495898A JP3911845B2 (en) 1998-05-07 1998-05-07 Manufacturing method of thick steel plate by camber control

Publications (2)

Publication Number Publication Date
JPH11319925A true JPH11319925A (en) 1999-11-24
JP3911845B2 JP3911845B2 (en) 2007-05-09

Family

ID=14898438

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12495898A Expired - Fee Related JP3911845B2 (en) 1998-05-07 1998-05-07 Manufacturing method of thick steel plate by camber control

Country Status (1)

Country Link
JP (1) JP3911845B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102319741A (en) * 2011-07-01 2012-01-18 河北省首钢迁安钢铁有限责任公司 Method for improving camber of intermediate slab in rough rolling
CN105234189A (en) * 2015-11-13 2016-01-13 北京首钢自动化信息技术有限公司 Slab sickle bending control system and method used for roughing mill

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102319741A (en) * 2011-07-01 2012-01-18 河北省首钢迁安钢铁有限责任公司 Method for improving camber of intermediate slab in rough rolling
CN105234189A (en) * 2015-11-13 2016-01-13 北京首钢自动化信息技术有限公司 Slab sickle bending control system and method used for roughing mill

Also Published As

Publication number Publication date
JP3911845B2 (en) 2007-05-09

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