JPH0147241B2 - - Google Patents

Info

Publication number
JPH0147241B2
JPH0147241B2 JP57017744A JP1774482A JPH0147241B2 JP H0147241 B2 JPH0147241 B2 JP H0147241B2 JP 57017744 A JP57017744 A JP 57017744A JP 1774482 A JP1774482 A JP 1774482A JP H0147241 B2 JPH0147241 B2 JP H0147241B2
Authority
JP
Japan
Prior art keywords
web height
rolling
roll
web
horizontal roll
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.)
Expired
Application number
JP57017744A
Other languages
Japanese (ja)
Other versions
JPS58135705A (en
Inventor
Takanobu Misawa
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.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries 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 Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP1774482A priority Critical patent/JPS58135705A/en
Publication of JPS58135705A publication Critical patent/JPS58135705A/en
Publication of JPH0147241B2 publication Critical patent/JPH0147241B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21BROLLING OF METAL
    • B21B1/00Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
    • B21B1/08Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling structural sections, i.e. work of special cross-section, e.g. angle steel
    • B21B1/088H- or I-sections
    • B21B1/0886H- or I-sections using variable-width rolls
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21BROLLING OF METAL
    • B21B27/00Rolls, roll alloys or roll fabrication; Lubricating, cooling or heating rolls while in use
    • B21B27/02Shape or construction of rolls
    • B21B27/028Variable-width rolls

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • Metal Rolling (AREA)
  • Reduction Rolling/Reduction Stand/Operation Of Reduction Machine (AREA)

Description

【発明の詳細な説明】 本発明は、H形鋼の圧延方法に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for rolling H-section steel.

従来、H形鋼のユニバーサル圧延においては、
ウエブ高さおよびフランジ厚の寸法公差内で水平
ロールの内幅使用代を決め、これによつてウエブ
高さの公差範囲内のバラツキのあるH形鋼を製造
していた。すなわち、第1図および第2図に示す
ように、水平ロールの内幅Wは製品寸法のウエブ
高さ(H)とその公差(±△H)およびフランジ
厚(t2)とその公差(±△t2)の関係から次式の
ようになる。
Conventionally, in universal rolling of H-beam steel,
The inner width allowance of the horizontal roll was determined within the dimensional tolerances of web height and flange thickness, and thereby H-beam steels with variations within the web height tolerance range were manufactured. That is, as shown in Figures 1 and 2, the internal width W of the horizontal roll is determined by the product dimensions web height (H) and its tolerance (±△H), flange thickness (t 2 ) and its tolerance (± From the relationship △t 2 ), the following equation is obtained.

Wmax=δ′{H+△H)−2(t2−△t2)δ}−P Wmin=δ′{H−△H)−2(t2+△t2)δ}−P ただし、 Wmax:水平ロールの最大内幅 Wmin:水平ロールの最小内幅 δ′:ウエブ内幅熱間縮み代 δ:フランジ厚熱間縮み代 P:余裕代 t2:フランジ厚 したがつて、水平ロールの内幅使用代△は次式
から定まる。
Wmax=δ'{H+△H)-2( t2-t2 )δ}-P Wmin=δ'{H-△H)-2( t2 +△ t2 )δ}-P However, Wmax : Maximum internal width of the horizontal roll Wmin: Minimum internal width of the horizontal roll δ′: Web internal width hot shrinkage allowance δ: Flange thickness hot shrinkage allowance P: Margin allowance t 2 : Flange thickness Therefore, the internal width of the horizontal roll The width usage allowance △ is determined by the following formula.

△=Wmax−Wmin この内幅使用代は成品歩留、ロール原単位(ロ
ール損耗量/圧延成品量)とウエブ高さ精度との
関係から3〜4mmが一般的である。実際の製品の
ウエブ高さのバラツキは、フランジ厚の調整によ
りある程度縮小するが、最大2〜2.5mm程度であ
る。ウエブ高さHの精度を要求される場合には、
それに合う水平ロールを準備し、製造しなければ
ならない。
Δ=Wmax−Wmin This inner width usage allowance is generally 3 to 4 mm from the relationship between product yield, roll unit consumption (roll wear amount/rolled product amount), and web height accuracy. The variation in web height of actual products can be reduced to some extent by adjusting the flange thickness, but the maximum variation is about 2 to 2.5 mm. When precision of web height H is required,
A matching horizontal roll must be prepared and manufactured.

建築業界では、圧延H形鋼を使用する場合に
は、ウエブ高さの精度が悪いので、現物をその都
度測定して現場作業を行わなければならない。
In the construction industry, when using rolled H-section steel, the accuracy of the web height is poor, so it is necessary to measure the actual product each time and perform on-site work.

したがつて、本発明の目的は、H形鋼のウエブ
高さの精度を向上させると共に、水平ロールの内
幅使用代を増大させてロール原単位の低減および
圧延歩留の向上を図ることができるH形鋼の圧延
方法を得ることにある。
Therefore, an object of the present invention is to improve the accuracy of the web height of H-section steel, and to increase the allowance for the inner width of the horizontal rolls, thereby reducing the roll consumption rate and improving the rolling yield. The object of the present invention is to obtain a method for rolling H-beam steel that can be rolled.

本発明の圧延方法は、H形鋼の仕上ユニバーサ
ル・ミルの直後に、そのミルとは別に、ウエブ高
さ圧延用ロールを設置してウエブ高さを調整する
ことを特徴としている。
The rolling method of the present invention is characterized in that a web height rolling roll is installed separately from the H-beam finishing universal mill immediately after the universal mill to adjust the web height.

H形鋼のユニバーサル圧延においては、あるロ
ール・チヤンスの水平ロール幅により、第3図に
示すように、H形鋼のフランジ厚t2とウエブ高さ
Hとの間には反比例関係があり、公差範囲内で製
造されていた。これを改善するために、ウエブ高
さ調整装置を設置してウエブ高さを拘束圧延す
る。
In universal rolling of H-section steel, depending on the horizontal roll width of a certain roll chance, there is an inversely proportional relationship between the flange thickness t2 and web height H of the H-section steel, as shown in Figure 3. Manufactured within tolerances. In order to improve this, a web height adjustment device is installed to constrain the web height during rolling.

このウエブ高さ調整装置10は、第4図に示す
ように、上側および下側の水平ロール1を軸方向
に2分割し、各水平ロール1を軸方向に調整移動
できるように構成されている。図示するように、
H形鋼4のフランジは垂直ロール2と各水平ロー
ル1との間に拘束されて圧延されるので、ウエブ
の高さが精密に規制される。
As shown in FIG. 4, this web height adjustment device 10 is configured so that the upper and lower horizontal rolls 1 are divided into two in the axial direction, and each horizontal roll 1 can be adjusted and moved in the axial direction. . As shown,
Since the flange of the H-section steel 4 is rolled while being restrained between the vertical roll 2 and each horizontal roll 1, the height of the web is precisely regulated.

ウエブ高さ調整装置は、仕上ユニバーサル・ミ
ルに直接設置するか、または第5図に示すよう
に、仕上ユニバーサル・ミル3の出側に設けても
よい。
The web height adjustment device may be installed directly on the finishing universal mill or, as shown in FIG. 5, on the exit side of the finishing universal mill 3.

このときのウエブ高さ拘束圧延の圧下可能量
は、実験によれば、第6図に示すような斜線を施
した範囲内になる。H形鋼のウエブ高さHを減少
させる場合は、ウエブ高さ圧下率Hはプラスと
なり斜線域外ではウエブに座屈を生じ、また、ウ
エブ高さHを増大させる場合はウエブ高さ圧下率
Hはマイナスとなり斜線域外ではフランジ外側
のへこみやウエブ肉引け現象を起こす。このこと
により、通常寸法のH形鋼の場合は、ウエブ高さ
H調整代は2.5mm程度が限界である。
According to experiments, the amount of reduction possible in the web height constraint rolling at this time falls within the shaded range shown in FIG. When decreasing the web height H of H-shaped steel, the web height reduction rate H becomes positive and buckling occurs in the web outside the shaded area, and when increasing the web height H, the web height reduction rate H becomes positive.
H is negative and outside the shaded area, dents on the outside of the flange and web thinning occur. For this reason, in the case of H-beam steel of normal dimensions, the limit for web height H adjustment is about 2.5 mm.

この結果、ウエブ高さHは|△H|max≦1
mmに納めることができる。また、フランジ厚も内
幅広げにより、厚くする必要がないため、その分
圧延歩留も向上し、さらに水平ロール使用幅が従
来に対し1.5倍以上に拡大できる。
As a result, the web height H is |△H|max≦1
It can be stored in mm. In addition, since the flange thickness does not need to be increased by widening the inner width, the rolling yield is improved accordingly, and the width of the horizontal roll used can be expanded by more than 1.5 times compared to the conventional method.

次に、第7図および第8図を参照して、本発明
の圧延方法を実施するウエブ高さ調整装置10に
ついて説明する。ウエブ高さ調整装置10は、水
平ロール1、垂直ロール2からできている。H形
鋼4のフランジ41を外側から圧延する垂直ロー
ル2は従来のものと同じである。水平ロール1は
軸方向に2分割されかつ軸方向に移動調整可能に
構成されていてH形鋼4のウエブ42を挾持しつ
つフランジ41の内側を圧延する。
Next, a web height adjusting device 10 for carrying out the rolling method of the present invention will be described with reference to FIGS. 7 and 8. The web height adjustment device 10 is made up of a horizontal roll 1 and a vertical roll 2. The vertical rolls 2 that roll the flange 41 of the H-section steel 4 from the outside are the same as the conventional ones. The horizontal roll 1 is divided into two in the axial direction and is configured to be movable in the axial direction, and rolls the inside of the flange 41 while holding the web 42 of the H-beam 4.

水平ロール1は本発明の特徴とするものであ
り、その詳細を第8図に示す。水平ロール1は、
アーバ11の中央部に適当な幅の複数枚のスペー
サ12を挿入し、その両側にロール・リング13
を嵌め、さらにその両側に適当な幅のカラー14
を挿入し、その両側からナツト15で締め付けた
構成になつている。
The horizontal roll 1 is a feature of the present invention, and its details are shown in FIG. Horizontal roll 1 is
A plurality of spacers 12 of an appropriate width are inserted into the center of the arbor 11, and roll rings 13 are placed on both sides of the spacers 12.
Insert the collar 14 of appropriate width on both sides.
is inserted and tightened with nuts 15 from both sides.

H形鋼の所要寸法に合せてスペーサ12の幅、
ロール・リング13の外径、カラー14の幅を決
定する。このような寸法の組換えは、各種寸法の
H形鋼の圧延開始に先立つて、仕上ユニバーサ
ル・ミルのロール組換えと同時に行えばよい。
The width of the spacer 12 is adjusted according to the required dimensions of the H-shaped steel.
The outer diameter of the roll ring 13 and the width of the collar 14 are determined. Such a change in dimensions may be performed at the same time as the change in rolls of the finishing universal mill, prior to the start of rolling of H-beams of various sizes.

本発明の圧延方法による結果を第9図に示す。
A図は水平ロール使用代とウエブ高さHの寸法公
差△Hおよびフランジ厚t2の寸法公差△t2との関
係を示す。図において、一点鎖線は本発明の方法
による結果をまた実線は従来法による結果をそれ
ぞれ示す。B図は水平ロール使用代と本発明ウエ
ブ高さ調整装置の圧下率Hとの関係を示す。
The results obtained by the rolling method of the present invention are shown in FIG.
Figure A shows the relationship between the horizontal roll usage allowance, the dimensional tolerance ΔH of the web height H, and the dimensional tolerance Δt 2 of the flange thickness t 2 . In the figure, the dashed-dotted line shows the results obtained by the method of the present invention, and the solid line shows the results obtained by the conventional method. Figure B shows the relationship between the horizontal roll allowance and the rolling reduction H of the web height adjusting device of the present invention.

第9図からわかるように、本発明の圧延方法に
よれば、仕上圧延機水平ロール1対当りの圧延可
能量は1.5倍以上に増大される。
As can be seen from FIG. 9, according to the rolling method of the present invention, the amount of rolling that can be rolled per pair of finishing mill horizontal rolls is increased by more than 1.5 times.

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

第1図は従来のH形鋼のユニバーサル・ミルの
部分正面図。第2図はH形鋼の主要寸法を示す説
明図。第3図は従来法による水平ロール使用代と
ウエブ高さの寸法公差およびフランジ厚の寸法公
差との関係を示すグラフ。第4図は本発明の圧延
方法を示す説明図。第5図は本発明の方法の変更
例を示す説明図。第6図はウエブ高さ拘束圧延の
圧下可能量を実験によつて求めた結果を示すグラ
フ。第7図は本発明の圧延方法を実施するウエブ
高さ調整装置の正面図。第8図はウエブ高さ調整
装置に用いる水平ロールの縦断面図。第9図は本
発明の圧延方法による効果を示すグラフ。 1:水平ロール、2:垂直ロール、3:仕上ユ
ニバーサル・ミル、4:H形鋼、10:ウエブ高
さ調整装置、41:フランジ、42:ウエブ。
Figure 1 is a partial front view of a conventional universal mill for H-section steel. FIG. 2 is an explanatory diagram showing the main dimensions of H-beam steel. FIG. 3 is a graph showing the relationship between the horizontal roll allowance, web height dimensional tolerance, and flange thickness dimensional tolerance according to the conventional method. FIG. 4 is an explanatory diagram showing the rolling method of the present invention. FIG. 5 is an explanatory diagram showing a modification of the method of the present invention. FIG. 6 is a graph showing the results of experiments to determine the amount of reduction possible in web height constraint rolling. FIG. 7 is a front view of a web height adjusting device that implements the rolling method of the present invention. FIG. 8 is a longitudinal sectional view of a horizontal roll used in the web height adjustment device. FIG. 9 is a graph showing the effect of the rolling method of the present invention. 1: Horizontal roll, 2: Vertical roll, 3: Finishing universal mill, 4: H-beam, 10: Web height adjustment device, 41: Flange, 42: Web.

Claims (1)

【特許請求の範囲】[Claims] 1 H形鋼の仕上げユニバーサル・ミルの直後
に、該ミルとは別に、軸方向に2分割しかつ軸方
向に移動調整できるように構成した水平ロールを
備えたウエブ高さ調整装置を設置して、ウエブ高
さの拘束圧延を行うことを特徴としたH形鋼の圧
延方法。
1 Immediately after the finishing universal mill for H-section steel, a web height adjustment device is installed separately from the mill, which is equipped with a horizontal roll that is divided into two parts in the axial direction and can be moved and adjusted in the axial direction. , a method for rolling H-beam steel characterized by performing constrained rolling of web height.
JP1774482A 1982-02-06 1982-02-06 Rolling method of h-shaped steel Granted JPS58135705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1774482A JPS58135705A (en) 1982-02-06 1982-02-06 Rolling method of h-shaped steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1774482A JPS58135705A (en) 1982-02-06 1982-02-06 Rolling method of h-shaped steel

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP26032890A Division JPH03142002A (en) 1990-09-28 1990-09-28 Method for rolling h-shaped steel

Publications (2)

Publication Number Publication Date
JPS58135705A JPS58135705A (en) 1983-08-12
JPH0147241B2 true JPH0147241B2 (en) 1989-10-13

Family

ID=11952253

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1774482A Granted JPS58135705A (en) 1982-02-06 1982-02-06 Rolling method of h-shaped steel

Country Status (1)

Country Link
JP (1) JPS58135705A (en)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59133902A (en) * 1983-01-20 1984-08-01 Kawasaki Steel Corp Hot rolling method of h-beam
JPH0761485B2 (en) * 1983-09-30 1995-07-05 新日本製鐵株式会社 Finish rolling method for shaped steel
JPS60118301A (en) * 1983-12-01 1985-06-25 Nippon Steel Corp Manufacture of h-beam by combination rolling
JPS619905A (en) * 1984-06-22 1986-01-17 Sumitomo Metal Ind Ltd Rolling roll with adjustable width
JPS61135404A (en) * 1984-12-04 1986-06-23 Kawasaki Steel Corp Hot rolling method of h-beam
DE3805364A1 (en) * 1988-02-17 1989-08-31 Salzgitter Peine Stahlwerke FINISHING ROLLING PROCESS FOR PROFILES
JPH069681B2 (en) * 1988-09-20 1994-02-09 川崎製鉄株式会社 Rolling method for H-section steel
US5009094A (en) * 1988-06-27 1991-04-23 Kawasaki Steel Corporation Method of rolling H-shaped steels
JP2548377B2 (en) * 1988-06-29 1996-10-30 川崎製鉄株式会社 Rolling method for H-section steel
JPH0813361B2 (en) * 1988-09-20 1996-02-14 住友金属工業株式会社 Rolling method for parallel flange section steel
JP2522059B2 (en) * 1989-06-13 1996-08-07 住友金属工業株式会社 Method for hot rolling profile with flange
JPH08215702A (en) * 1995-02-16 1996-08-27 Nippon Steel Corp Rolling method and rolling apparatus train for shaped steel having flange and web

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5249957A (en) * 1975-10-20 1977-04-21 Nippon Kokan Kk Width adjusting type roll mill
JPS5945441B2 (en) * 1981-02-02 1984-11-06 川崎製鉄株式会社 Rolling method for long steel

Also Published As

Publication number Publication date
JPS58135705A (en) 1983-08-12

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