JPS633691B2 - - Google Patents
Info
- Publication number
- JPS633691B2 JPS633691B2 JP15316381A JP15316381A JPS633691B2 JP S633691 B2 JPS633691 B2 JP S633691B2 JP 15316381 A JP15316381 A JP 15316381A JP 15316381 A JP15316381 A JP 15316381A JP S633691 B2 JPS633691 B2 JP S633691B2
- Authority
- JP
- Japan
- Prior art keywords
- roll
- flange
- rolls
- steel
- shaped
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 114
- 239000010959 steel Substances 0.000 claims description 114
- 238000000034 method Methods 0.000 claims description 26
- 238000005520 cutting process Methods 0.000 description 9
- 238000011144 upstream manufacturing Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000007373 indentation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D3/00—Straightening or restoring form of metal rods, metal tubes, metal profiles, or specific articles made therefrom, whether or not in combination with sheet metal parts
- B21D3/02—Straightening or restoring form of metal rods, metal tubes, metal profiles, or specific articles made therefrom, whether or not in combination with sheet metal parts by rollers
- B21D3/08—Straightening or restoring form of metal rods, metal tubes, metal profiles, or specific articles made therefrom, whether or not in combination with sheet metal parts by rollers which move in an orbit without rotating round the work
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bending Of Plates, Rods, And Pipes (AREA)
Description
【発明の詳細な説明】
本発明は、溝形鋼、リツプ付溝形鋼、ハツト形
鋼、U形鋼等の断面が溝状の形鋼を成形する連続
冷間ロール成形方法及びその装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a continuous cold roll forming method and apparatus for forming a section steel having a groove-like cross section, such as a channel steel, a channel steel with a lip, a hat section steel, and a U section steel. .
断面が溝状の形鋼の中でもとりわけU形鋼は、
近年大形橋梁の建設に伴い、橋梁床版がコンクリ
ート床版から重量が軽く強度的に優れている鋼床
版に代替されるに従つて、その鋼床版の縦リブと
して多用されるようになつてきた。 Among the section steels with groove-like cross sections, U-section steels are particularly
In recent years, with the construction of large bridges, concrete deck slabs have been replaced by steel deck slabs, which are lighter in weight and have superior strength. I'm getting old.
鋼床版は、第1図に示す如くデツキプレート
1、縦リブ2、横リブ3から構成され、縦リブ2
には当初図示の如き鋼板以外に第2図a及びbに
示す如きバルブプレート2a、不等辺アングル2
b等を利用した開断面の縦リブが使用されていた
が、近時設計技術、施工技術の進歩と共に、開断
面の縦リブに比べ下記の優れた特長を有する第3
図に示す如くU形鋼4より成る閉断面の縦リブが
多用されるようになつてきたのである。 As shown in Fig. 1, the steel deck plate is composed of a deck plate 1, vertical ribs 2, and horizontal ribs 3.
In addition to the steel plate originally shown, there are a valve plate 2a and a scalene angle 2 as shown in Fig. 2 a and b.
Previously, vertical ribs with an open cross section were used, but with recent advances in design technology and construction technology, the vertical rib with an open cross section has been used.
As shown in the figure, closed cross-section vertical ribs made of U-shaped steel 4 have come to be used frequently.
(1) リブの剛性が大きく、横リブ間隔が大きく取
れ、荷重分配性が良く、鋼床版重量を減少でき
る。(1) The rigidity of the ribs is large, the distance between the horizontal ribs is large, the load distribution is good, and the weight of the steel deck can be reduced.
(2) 閉断面であるので、内側が密閉され、防食上
好ましい。(2) Since it has a closed cross section, the inside is sealed, which is good for corrosion protection.
(3) デツキプレートとの溶接施工長が開断面の縦
リブの約半分で済み、溶接歪が小さく、溶接能
率が高い。(3) The length of welding with the deck plate is approximately half that of the vertical rib on the open section, resulting in low welding distortion and high welding efficiency.
(4) リブ倒れ等の形状不整が無く、設計上形状を
確定し易い。(4) There are no shape irregularities such as rib collapse, and the design shape is easy to determine.
ところでU形鋼4は、従来プレス成形にて製造
していたが、プレス成形は製品精度が安定せず、
1本毎のばらつきも大きく、しかも製品長に制限
があり、能率も低く、生産性が悪いものであつ
た。 By the way, U-shaped steel 4 has traditionally been manufactured by press forming, but press forming does not have stable product accuracy.
The variation from piece to piece was large, and there was also a limit to the length of the product, resulting in low efficiency and poor productivity.
U形鋼4の品質を確保しながら量産化を図る為
にはロール成形が行われるが、多数のロールスタ
ンドを経て、帯鋼から連続してU形鋼4を成形す
る従来方式ではU形鋼4の大型化につれてロール
が大型化し、U形鋼4の反りやねじれ等の形状寸
法精度に問題が生じた。形状寸法精度の中で製造
上最大の問題点は第4図に示す如く切断口上幅A
寸法の変動である。これは冷間ロール成形品の残
留応力が切断時に開放される切断口近傍の変形で
あり、第5図に示すようにU形鋼4の成形の下流
側のフランジ4aが開き、上流側のフランジ4
a′が閉じるものである。 In order to achieve mass production while ensuring the quality of the U-shaped steel 4, roll forming is performed, but in the conventional method of continuously forming the U-shaped steel 4 from the strip through multiple roll stands, the U-shaped steel 4 is As the size of the U-shaped steel 4 increases, the size of the roll increases, and problems arise in the shape and size accuracy of the U-shaped steel 4, such as warping and twisting. The biggest manufacturing problem in terms of shape and size accuracy is the top width A of the cutting edge, as shown in Figure 4.
This is a variation in dimensions. This is a deformation near the cutting opening where the residual stress of the cold roll formed product is released during cutting, and as shown in Figure 5, the flange 4a on the downstream side of the forming of the U-shaped steel 4 opens, and the flange on the upstream side opens. 4
a′ is closed.
このような問題を解決する為に、最近成形終了
直前のロールスタンド間に第6図に示す如く帯鋼
10のフランジ相当部10aに急激な押込み、押
戻しを付与する左右一対の外側のフラツトロール
5とこれと長手方向に僅かな間隔を存して左右一
対の内側のフラツトロール6を配して、帯鋼10
をU形鋼4にロール成形している。 In order to solve this problem, recently a pair of left and right outer flat rolls were installed between the roll stands immediately before the completion of forming, as shown in FIG. 5 and a pair of left and right inner flat rolls 6 with a slight interval in the longitudinal direction, and the steel strip 10
is roll-formed into U-shaped steel 4.
かかるロール成形方法により成形された板厚6
mm、コーナー角度60度、フランジ4aの高さ220
mmと低く、上幅300mmのU形鋼4は、切断口上幅
の寸法(300mm)の変動は著しく減少し、十分な
効果が得られたが、U形鋼断面寸法で板厚6mm、
コーナー角度60度、フランジ4aの高さが260mm
のU形鋼4を成形した場合には、第7図に示す如
くエツヂ部4bにうねりが生じた、また上記ロー
ル成形方法により成形されたU形鋼4はフランジ
4aの高低にかかわりなくフランジ4aの付け根
であるコーナー部4cが著しく減肉した。 The plate thickness 6 formed by this roll forming method
mm, corner angle 60 degrees, height of flange 4a 220
For U-shaped steel 4, which has a low top width of 300 mm, the variation in the top width of the cut end (300 mm) was significantly reduced, and a sufficient effect was obtained.
Corner angle 60 degrees, height of flange 4a 260 mm
When the U-shaped steel 4 was formed, undulations occurred in the edge portion 4b as shown in FIG. The corner portion 4c, which is the base of the tube, was significantly thinned.
そこで本発明者等は、先ず前記のロール成形方
法により得られるU形鋼4のフランジ4aのエツ
ジ部4bのうねりの発生原因ならびにフランジ4
aのコーナー部4cの著しい減肉の発生原因につ
いて解明すべく考究した。 Therefore, the present inventors first investigated the cause of the waviness of the edge portion 4b of the flange 4a of the U-shaped steel 4 obtained by the above-mentioned roll forming method and the cause of the waviness of the flange 4.
A study was conducted to find out the cause of the significant thinning of the corner portion 4c of A.
一般にロール成形されるU形鋼4のフランジ4
aのエツジ部4bが、長手方向の伸び歪み、所謂
うねりが発生し易いのは、帯鋼10のロールギヤ
ツプ内への進入過程におけるフランジ相当部10
aの立ち上がり、即ち第8図に示す如くフランジ
相当部10aに加わる長手方向軸まわりの捩り変
形の際に縁端部の軌跡長が他に比較して長くな
り、引張られて伸び変形を受けること、及びその
結果発生する長手方向の張力の作用下で加わる長
手方向の曲げ、曲げ戻し変形に伴う伸び変形の累
積に起因している。 Flange 4 of U-shaped steel 4 that is generally roll-formed
The edge portion 4b of a is susceptible to elongation strain in the longitudinal direction, so-called waviness, because the flange-equivalent portion 10 of the steel strip 10 is in the process of entering the roll gap.
When the edge a rises, that is, the torsional deformation around the longitudinal axis is applied to the flange-equivalent portion 10a as shown in FIG. This is due to the accumulation of elongation deformation due to longitudinal bending and unbending deformation under the action of the resulting longitudinal tension.
帯鋼10のフランジ相当部10aに加わる長手
方向軸まわりの捩に変形による剪断ひずみは、フ
ランジ相当部10aの付け根部分から縁端部に向
つて単調に増大するので、その影響は縁端部にお
いて最大となると考えられがちであるが、実際に
はこの縁端部にはロールギヤツプ内への進入過程
において、長手方向の伸び・縮み変形、長手方向
の曲げ・曲げ戻し変形が激しく加わり、その結果
上述の剪断変形による残留剪断応力の大部分は打
消されてしまう。このことは、“或る方向から加
えられた塑性歪による残留応力の影響が他の方向
から加えられた塑性歪により打消されてしまう”
ことで良く知られた事実である。従つてU形鋼4
の切断口上幅A寸法の変動を起す前記の剪断変形
による残留剪断応力は、帯鋼10のフランジ相当
部10aの中央部近傍が最大となる。 The shear strain due to torsional deformation around the longitudinal axis applied to the flange-equivalent portion 10a of the steel strip 10 increases monotonically from the base of the flange-equivalent portion 10a toward the edge, so its influence is greater at the edge. Although it is often thought that this edge is the largest, in reality, during the process of entering the roll gap, this edge is subjected to severe longitudinal elongation/shrinkage deformation, longitudinal bending/unbending deformation, and as a result, the above-mentioned Most of the residual shear stress due to shear deformation is canceled out. This means that "the influence of residual stress due to plastic strain applied from one direction is canceled by plastic strain applied from another direction."
This is a well-known fact. Therefore, U-shaped steel 4
The residual shear stress due to the above-mentioned shear deformation, which causes a change in the width A dimension above the cut end, is at its maximum near the center of the flange-equivalent portion 10a of the steel strip 10.
然るにU形鋼4の切断口近傍の変形の原因であ
る残留剪断応力を除去する為に、フランジ相当部
10aに長手方向軸まわりの逆捩り変形を加える
際、前述の如く左右一対の内側のフラツトロール
6により縁端部に不要な捩り変形を加えると、前
記と同様の変形挙動によりフランジ相当部の伸び
変形が誘起され、うねり、その他の形状不良を助
長する結果となる。従つて切断口近傍の変形を解
決する為に提案された在来のロール成形方法は、
縁端部ほど強い捩り変形を受ける結果となり、フ
ランジ4aの高いU形鋼4の成形には採用できな
いこと明らかである。 However, when applying reverse torsional deformation around the longitudinal axis to the flange-equivalent portion 10a in order to remove the residual shear stress that causes deformation near the cut end of the U-beam 4, the pair of left and right inner flats are When unnecessary torsional deformation is applied to the edge portion by the troll 6, elongation deformation of the flange-corresponding portion is induced due to deformation behavior similar to that described above, resulting in promotion of waviness and other shape defects. Therefore, the conventional roll forming method proposed to solve the deformation near the cutting edge is
As a result, the edge portions are subjected to stronger torsional deformation, and it is clear that this method cannot be used for forming U-shaped steel 4 with a high flange 4a.
また前記の在来のロール成形方法は、帯鋼のフ
ランジ相当部に急激な押込み、押戻しを付与する
ので、フランジ4aの付け根であるコーナー部4
cの折り返しによる伸びが大きく、これが原因で
コーナー部4cが著しく減肉することも明らかで
ある。 Further, in the conventional roll forming method described above, rapid pushing and pushing back is applied to the flange-corresponding part of the steel strip, so the corner part 4 which is the base of the flange 4a
It is also clear that the corner portion 4c is significantly thinned due to the large elongation due to the folding of the corner portion 4c.
本発明は、以上の在来のロール成形方法により
得られるU形鋼4のフランジ4aのエツヂ部4b
のうねりの発生原因ならびにフランジ4aのコー
ナー部4cの減肉の発生原因に着目してなされた
もので、U形鋼4を始め各種断面溝状の形鋼の切
断口近傍の変形を引き起す前述の剪断変形による
残留剪断応力が最大となるフランジの中央部近傍
に最大の逆捩り変形を加えて、残留する剪断応力
を消去し、断面溝状の形鋼の切断口近傍の変形を
解消し且つフランジの付け根であるコーナー部の
折り返しを無くして減肉を抑制する溝形鋼の連続
冷間ロール成形方法及びその装置を提供するもの
である。 The present invention provides an edge portion 4b of a flange 4a of a U-shaped steel 4 obtained by the conventional roll forming method described above.
This was done by focusing on the cause of waviness and the cause of thinning of the corner part 4c of the flange 4a, and the above-mentioned problem that causes deformation near the cut end of various shaped steels with grooved cross sections, including the U-shaped steel 4. The maximum reverse torsional deformation is applied near the center of the flange where the residual shear stress due to the shear deformation of The present invention provides a continuous cold roll forming method for channel steel and an apparatus therefor, which suppresses thinning by eliminating folding of corner portions, which are the bases of flanges.
以下本発明による溝形鋼の連続冷間ロール成形
方法及びその装置をU形鋼を成形する場合につい
て説明する。先ず本法を実施する為の連続冷間ロ
ール成形装置の一例を第9図a,bによつて説明
すると、図は帯鋼10をロールスタンドAからE
までの間に遂次成形して、ロールスタンドEでU
形鋼4の成形を完了させる場合で、ロールスタン
ドCとEとの間のロールスタンドDに帯鋼10の
フランジ相当部10aに長手方向軸まわりの逆捩
り変形を付与する機構11を組み入れてある。1
2,13はロールスタンドAの上流に設けられた
ピンチロール14,15はロールスタンドAに組
込んだ成形ロール、16,17はロールスタンド
Bに組込んだ成形ロール、18,19はロールス
タンドCに組込んだ成形ロール、20,21はロ
ールスタンドEに組込んだ成形ロールである。前
記ロールスタンドDの逆捩り変形付与機構11
は、ロールスタンドCとDとの間で若干長手方向
に隔てて帯鋼10のフランジ相当部10aの外面
側に傾斜して縦向きに枢支した左右一対のフラツ
トロール22と内面側に傾斜して縦向きに枢支し
た左右一対の大鼓ロール23とより成り、前記フ
ラツトロール22は第10図aに示す如く帯鋼1
0のフランジ相当部10aの上半部を内側に一定
量押し込むように配され、大鼓形ロール23は第
10図bに示す如く帯鋼10のフランジ相当部1
0aの中央部近傍を外側に押し戻しように配され
て、帯鋼10の長手方向に見て帯鋼10のフラン
ジ相当部10aの中央部近傍の位置で最も深く重
合せしめられている。 The method and apparatus for continuous cold roll forming of channel steel according to the present invention will be described below with reference to the case of forming U-shaped steel. First, an example of a continuous cold roll forming apparatus for carrying out this method will be explained with reference to FIGS. 9a and 9b.
In the meantime, it is successively formed and then
When forming the section steel 4 is completed, a mechanism 11 for imparting reverse torsional deformation around the longitudinal axis to the flange-equivalent portion 10a of the steel strip 10 is incorporated in the roll stand D between the roll stands C and E. . 1
2 and 13 are pinch rolls installed upstream of roll stand A; 14 and 15 are forming rolls installed in roll stand A; 16 and 17 are forming rolls installed in roll stand B; and 18 and 19 are roll stand C. Forming rolls 20 and 21 incorporated in the roll stand E are forming rolls 20 and 21 incorporated in the roll stand E. Reverse torsional deformation imparting mechanism 11 of the roll stand D
is a pair of left and right flat rolls 22, which are vertically pivoted and tilted toward the outer surface of the flange-equivalent portion 10a of the steel strip 10, with a slight distance in the longitudinal direction between roll stands C and D; The flat rolls 22 consist of a pair of left and right large drum rolls 23 which are vertically supported, and the flat rolls 22 are used to roll the steel strip 1 as shown in FIG. 10a.
The drum-shaped roll 23 is arranged so as to push the upper half of the flange-equivalent part 10a of the steel strip 10 inward by a certain amount, and the large drum-shaped roll 23 pushes the flange-equivalent part 1 of the steel strip 10 as shown in FIG. 10b.
They are arranged so as to push back the vicinity of the center of the steel strip 0a to the outside, and are overlapped most deeply at a position near the center of the flange-equivalent portion 10a of the steel strip 10 when viewed in the longitudinal direction of the steel strip 10.
前記左右一対の外側のフラツトロール22は、
夫々その軸22aの下端が架台24上に設けた外
側フレーム25のベース25a上の回転・固定軸
受26に支承され、ベース25aは外側フレーム
25に結合した移動ねじ27の回転により左右方
向に移動するようになつている。従つてフラツト
ロール22の軸22aの下端の支承点が移動でき
る。フラツトロール22の軸22aの上端は外側
フレーム25の上部に水平に固設されたガイド2
8に沿つて移動可能に設けられた回転・移動軸受
29に支承され、該回転・移動軸受29は移動ね
じ30の回転により左右方向に移動するようにな
つている。従つてフラツトロール22の軸22a
の上端の支承点が移動できる。 The pair of left and right outer flat rolls 22 are
The lower ends of the respective shafts 22a are supported by rotary/fixed bearings 26 on the base 25a of the outer frame 25 provided on the pedestal 24, and the base 25a is moved in the left-right direction by rotation of a moving screw 27 coupled to the outer frame 25. It's becoming like that. Therefore, the support point at the lower end of the shaft 22a of the flat roll 22 can be moved. The upper end of the shaft 22a of the flat roll 22 is connected to a guide 2 horizontally fixed to the upper part of the outer frame 25.
It is supported by a rotation/movement bearing 29 which is provided so as to be movable along the axis 8, and the rotation/movement bearing 29 is adapted to move in the left-right direction by the rotation of the movement screw 30. Therefore, the shaft 22a of the flat roll 22
The support point at the top of the can be moved.
つまり左右一対の外側のフラツトロール22は
軸22aの上下端の支承点の移動により角度調整
ならびに間隔調整できるようになつている。 In other words, the angle and distance of the pair of left and right outer flat rolls 22 can be adjusted by moving the support points at the upper and lower ends of the shaft 22a.
左右一対の内側の大鼓形ロール23は、その軸
23aの上端が架台24上に設けられた左右の固
定フレーム31間に水平に固設されたガイド32
に沿つて移動可能に設けられた回転・移動軸受3
3に支承され、該回転・移動軸受33は移動ねじ
34の回転により左右方向に移動するようになつ
ている。従つて大鼓形ロール23の軸23aの上
端の支承点が移動できる。各大鼓形ロール23の
軸23aの下端は、左右の固定フレーム31間の
ガイド32中央部下側に懸垂固定したプレート3
8上の左右両側のガイド39に沿つて夫々左右方
向に移動可能に設けられた回転・移動軸受35に
支承され、該回転・移動軸受35はプレート38
上の中央に固設したジヤツキ受36の左右両側面
に螺合したジヤツキボルト37の回転により外側
方に移動するようになつている。従つて大鼓形ロ
ール23の軸23aの下端の支承点が移動でき
る。 The pair of left and right inner large drum-shaped rolls 23 have their shafts 23a at the upper ends of which are connected to guides 32 that are horizontally fixed between left and right fixed frames 31 provided on the pedestal 24.
Rotating/moving bearing 3 provided movably along
3, and the rotary/moveable bearing 33 is adapted to move in the left-right direction by rotation of a moving screw 34. Therefore, the support point at the upper end of the shaft 23a of the drum-shaped roll 23 can be moved. The lower end of the shaft 23a of each drum-shaped roll 23 is connected to a plate 3 suspended below the center of the guide 32 between the left and right fixed frames 31.
The rotary/moving bearings 35 are supported by rotary/moving bearings 35 that are movable in the left/right direction along the left and right guides 39 on the plate 38 .
It is adapted to move outward by rotation of jack bolts 37 screwed into both left and right sides of a jack receiver 36 fixedly installed in the upper center. Therefore, the support point at the lower end of the shaft 23a of the large drum-shaped roll 23 can be moved.
つまり左右一対の内側の大鼓形ロール23は、
軸23aの上下端の支承点の移動により角度調整
ならびに間隔調整できるようになつている。 In other words, the pair of left and right inner large drum-shaped rolls 23 are
The angle and spacing can be adjusted by moving the support points at the upper and lower ends of the shaft 23a.
次に上述の如く構成された本発明の連続冷間ロ
ール成形装置によりU形鋼4を成形する本発明の
連続冷間ロール成形方法について説明する。 Next, the continuous cold roll forming method of the present invention for forming the U-shaped steel 4 using the continuous cold roll forming apparatus of the present invention configured as described above will be explained.
第9図a,bに示す如く帯鋼10は、ピンチロ
ール12,13間を通過後、ロール成形装置に内
蔵された駆動装置により回転せしめられている各
成形ロールを通過し、遂次成形せしめられてU形
鋼4となる。即ち、ロールスタンドAの成形ロー
ル14,15、ロールスタンドBの成形ロール1
6,17を通過すると、帯鋼10は第11図aに
示す如く両側のフランジ相当部10aが上方に対
称に折り曲げられ、ロールスタンドCの成形ロー
ル18,19を通過すると、第11図bに示す如
く両側のフランジ相当部10aがさらに上方に対
称に折り曲げられる。そしてロールスタンドDの
左右一対の外側のフラツトロール22間を通過す
る際、第10図a及び第11図cに示す如く両側
のフランジ相当部10aの上半部がフラツトロー
ル22により、内側に押込まれて上流の成形ロー
ルによつて加えられた長手方向軸まわりの捩り変
形のスプリングバツグを元に戻すように捩り変形
が与えられ、フラツトロール22間を通過後、直
ちに左右一対の内側の大鼓形ロール23の外側を
通過する。この大鼓形ロール23の外側を通過す
る帯鋼10の両側のフランジ相当部10aは第1
1図dに示す如くその中央部近傍が大鼓形ロール
23により外側に押し戻されて長手方向軸まわり
の逆戻り変形が付与される。この時フランジ相当
部10aの縁端部及び下半部には第10図bの如
く大鼓形ロール23は全く接触しないので、フラ
ンジ相当部10aの逆捩り変形は中央部近傍で強
く、フランジ付け根部及び縁端部に至るに従つて
弱くなる。 As shown in FIGS. 9a and 9b, the steel strip 10 passes between the pinch rolls 12 and 13, and then passes through each forming roll rotated by a drive device built into the roll forming device, and is successively formed. It becomes U-shaped steel 4. That is, the forming rolls 14 and 15 of roll stand A, and the forming roll 1 of roll stand B.
6 and 17, the flange-equivalent portions 10a on both sides of the steel strip 10 are bent symmetrically upward as shown in FIG. As shown, the flange-equivalent portions 10a on both sides are further symmetrically bent upward. When passing between the pair of left and right outer flat rolls 22 of the roll stand D, the upper halves of the flange-equivalent parts 10a on both sides are pushed inward by the flat rolls 22, as shown in FIGS. 10a and 11c. After passing between the flat rolls 22, the torsional deformation is applied so as to restore the spring bag of torsional deformation around the longitudinal axis applied by the upstream forming rolls, and immediately after passing between the flat rolls 22, the left and right inner large drum shapes are formed. It passes outside the roll 23. The flange-equivalent portions 10a on both sides of the steel strip 10 passing outside the large drum-shaped roll 23 are the first
As shown in FIG. 1d, the vicinity of the central portion is pushed back outward by the large drum-shaped roll 23, and reverse deformation is applied around the longitudinal axis. At this time, the large drum-shaped roll 23 does not come into contact with the edge and lower half of the flange equivalent part 10a at all as shown in FIG. and becomes weaker toward the edges.
かくして逆捩り変形付与機構11の上流側の成
形ロールでフランジ相当部10aに加わつた長手
方向軸まわりの捩り変形による残留剪断応力が消
去される。 In this way, residual shear stress due to torsional deformation around the longitudinal axis applied to the flange-corresponding portion 10a by the forming roll on the upstream side of the reverse torsional deformation imparting mechanism 11 is eliminated.
そして大鼓形ロール23の外側を通過した帯鋼
10はロールスタンドEの成形ロール20,21
を通過して第11図eに示す如くU形鋼4に仕上
げ成形される。こうして得られたU形鋼4はフラ
ンジ4aのエツヂ部4bには長手方向のうねりが
無く、真直であつた。またフランジ4aの付け根
であるコーナー部4cの減肉が極めて少なかつ
た。 The steel strip 10 that has passed through the outside of the large drum-shaped roll 23 is then transferred to the forming rolls 20, 21 of the roll stand E.
and is finished formed into a U-shaped steel 4 as shown in FIG. 11e. The U-shaped steel 4 thus obtained had no longitudinal undulations in the edge portion 4b of the flange 4a and was straight. Further, there was extremely little thinning of the corner portion 4c, which is the base of the flange 4a.
前述の逆捩り変形付与機構11による帯鋼10
のフランジ相当部10aに対する逆捩り変形の加
工条件について以下に述べる。 Steel strip 10 by the above-mentioned reverse torsion deformation imparting mechanism 11
The processing conditions for reverse torsional deformation of the flange-equivalent portion 10a will be described below.
第12図に示す如く成形ロールにより帯鋼10
のフランジ相当部10aが受ける長手方向軸まわ
りの捩り変形による剪断歪の最大値は概略次式と
なる。 As shown in Fig. 12, the steel strip 10 is
The maximum value of shear strain due to torsional deformation around the longitudinal axis which the flange equivalent portion 10a receives is approximately expressed by the following equation.
(γ1)nax≒β*・W・(Δθi)nax/L (1)
但しW:フランジ相当部幅寸法
β*:最大残留剪断応力発生位置を表わす
係数=0.6〜0.8
(Δθi)nax:1成形スタンド当りのフラン
ジ相当部の曲げ角度増分の最大値
L:実質変形域長さ=α・D
D:成形ロールのフランジ相当部の最大径
α:係数0.5〜1.5
逆捩り変形付与機構11の外側フラツトロール
22によりフランジ相当部10aに加えられる捩
り変形の最大値は概略次式で与えられる。 (γ 1 ) nax ≒ β *・W・(Δθi) nax /L (1) However, W: Width dimension of the flange equivalent part β * : Coefficient representing the position where maximum residual shear stress occurs = 0.6 to 0.8 (Δθi) nax : 1 Maximum value of the bending angle increment of the flange-equivalent portion per forming stand L: Actual deformation area length = α・D D: Maximum diameter α of the flange-equivalent portion of the forming roll: Coefficient 0.5 to 1.5 Outside of the reverse twisting deformation imparting mechanism 11 The maximum value of torsional deformation applied to the flange equivalent portion 10a by the flat roll 22 is approximately given by the following equation.
(γ3)nax≒β*・W・(Δθi)nax/d
=β*・W・δnax/β*・W/d=δnax/d (2)
但しβ*・W:フラツトロールによる最大押込
み位置
δnax:フラツトロールによる最大押込み量
d:フラツトロールと大鼓形ロールとの長
手方向設置間隔
帯鋼10の剪断変形に関する応力一歪特性を次
式とする。 (γ 3 ) nax ≒β *・W・(Δθi) nax /d = β *・W・δ nax /β *・W/d=δ nax /d (2) where β *・W: maximum due to flat roll Indentation position δ nax : Maximum indentation amount by the flat roll d : Distance between the flat roll and the drum-shaped roll in the longitudinal direction The stress-strain characteristics regarding shear deformation of the steel strip 10 are expressed by the following equation.
γ=F・γn (3)
とすると、成形ロールによりフランジ相当部10
aに加えられる長手方向軸まわりの捩り変形に伴
つて発生する剪断応力の最大値は次式となる。 If γ=F・γ n (3), the flange equivalent part 10 is formed by the forming roll.
The maximum value of the shear stress generated due to the torsional deformation around the longitudinal axis applied to a is given by the following equation.
(γ1)nax=F・(γ1)n nax (4)
この剪断変形が戻し変形を受けてγ1→0となつ
たときの剪断応力はバウシンガー効果を無視して
次式となる。 (γ 1 ) nax =F・(γ 1 ) n nax (4) When this shear deformation undergoes return deformation and becomes γ 1 →0, the shear stress is expressed by the following equation, ignoring the Bauschinger effect.
(γ1)γ1→0
=F{2(γ1)nax−2F/G(γ1)nax}n (5)
この応力状態に逆捩り変形を加え、その後の弾
性回復の結果、残留応力が0となる為には、逆捩
り変形の剪断ひずみ(γ3)naxは次の関係を満足す
る必要がある。 (γ 1 ) γ 1 →0 = F {2 (γ 1 ) nax −2F/G (γ 1 ) nax } n (5) Reverse torsional deformation is applied to this stress state, and as a result of subsequent elastic recovery, residual stress In order to become 0, the shear strain (γ 3 ) nax of reverse torsional deformation must satisfy the following relationship.
−G・(γ3)nax=−F・{2(γ1)nax
−2F/G(γ1)nax+(γ3)nax}n
=−F・(γ1)n nax{2−2F/G+(γ3)nax/(
γ1)nax}n(6)
ここでF/G≪1,(γ3)nax/(γ1)nax≪1であ
ることから
近似式を導入して、
G(γ3)nax
≒2F・(γ1)n nax{1+1/2n(γ3)nax/(γ1
)nax}(7)
故に次式を得る。 −G・(γ 3 ) nax = −F・{2(γ 1 ) nax −2F/G(γ 1 ) nax +(γ 3 ) nax } n = −F・(γ 1 ) n nax {2−2F /G+(γ 3 ) nax /(
γ 1 ) nax } n (6) Here, since F/G≪1, (γ 3 ) nax / (γ 1 ) nax ≪1, we introduce an approximate expression and get G(γ 3 ) nax ≒2F・(γ 1 ) n nax {1+1/2n(γ 3 ) nax /(γ 1
) nax }(7) Therefore, we obtain the following equation.
(γ3)nax{G−F・n・(γ1)n-1 nax}
=2F(γ1)n nax (8)
故に
上式に(γ3)nax,(γ1)naxの計算式を代入して残
留剪断応力の影響を除去するに必要な加工条件は
次式で示される。 (γ 3 ) nax {G−F・n・(γ 1 ) n−1 nax } =2F(γ 1 ) n nax (8) Therefore By substituting the calculation formulas for (γ 3 ) nax and (γ 1 ) nax into the above equation, the processing conditions required to remove the influence of residual shear stress are shown by the following equation.
(9)式においてG≫Fn(γ1)n―1 naxに注意すると、(
10)
式はさらに簡略化して次のように示すことができ
る。 If we pay attention to G≫Fn(γ 1 ) n − 1 nax in equation (9), we get (
Ten)
The formula can be further simplified and shown as follows.
δnax/d≧2F/G{β*・W(Δθi)nax/L}n(
11)
以上の関係式はフランジ相当部10aの中央部
(中間部)に発生する剪断応力を代表値とみなし
て考慮したが、他の部分に発生する剪断応力の影
響は上述の歪範囲の問題として検討できるので、
これにより付与すべき逆捩り変形の最小限度が確
定される。 δ nax /d≧2F/G{β *・W(Δθi) nax /L} n (
11) The above relational expression has been considered by considering the shear stress generated in the central part (middle part) of the flange equivalent part 10a as a representative value, but the influence of the shear stress generated in other parts is a matter of the strain range mentioned above. It can be considered as
This determines the minimum amount of reverse torsional deformation that should be applied.
さて前述の如く本発明の連続冷間ロール成形方
法により成形されたU形鋼4を、その後ロールス
タンドEの下流に設置された切断機(図示省略)
にて定寸に切断した処、その切断口近傍の変形は
極めて少いものであつた。これはひとえに帯鋼1
0のフランジ相当部10aの中央部近傍に最大の
長手方向軸まわりの逆捩り変形を加えて、成形ロ
ールによる成形時にフランジ相当部10aに加え
られた長手方向軸まわりの捩り変形により生じた
剪断変形による残留剪断応力を消去したからに他
ならない。実際に上幅320mm,下幅204.4mm、フラ
ンジ高さ260mm、板厚6mm、コーナー内アール30
mmのU形鋼4を、本発明の連続冷間ロール成形方
法と従来の連続冷間ロール成形方法とにより夫々
製作し、これらを定寸に切断した際の切断口近傍
の上幅A寸法を測定した結果を第13図のグラフ
に示す。このグラフで明らかなように本発明の成
形方法により得られたU形鋼4の切断口近傍の変
形は、従来の成形方法により得られたU形鋼4の
切断口近傍の変形に比し、上流側、下流側共に極
めて少ないことが判る。 Now, as mentioned above, the U-shaped steel 4 formed by the continuous cold roll forming method of the present invention is then cut into a cutting machine (not shown) installed downstream of the roll stand E.
When the sample was cut to a fixed size, there was very little deformation near the cut opening. This is just steel strip 1
The maximum reverse torsional deformation around the longitudinal axis is applied to the vicinity of the center of the flange equivalent part 10a of No. This is because the residual shear stress caused by Actual top width 320mm, bottom width 204.4mm, flange height 260mm, board thickness 6mm, corner radius 30
mm U-shaped steel 4 was manufactured by the continuous cold roll forming method of the present invention and the conventional continuous cold roll forming method, and the upper width A dimension near the cutting opening when these were cut to a fixed size was The measured results are shown in the graph of FIG. As is clear from this graph, the deformation near the cut end of the U-shaped steel 4 obtained by the forming method of the present invention is compared to the deformation near the cut end of the U-shaped steel 4 obtained by the conventional forming method. It can be seen that there are extremely few amounts on both the upstream and downstream sides.
上記実施例の連続冷間ロール成形装置では、ロ
ールスタンドDの逆捩り変形付与機構11に於け
る左右一対の外側のフラツトロール22は、第1
4図a,bに示す如く大型の大鼓形ロール23′
に代えても良いものである。この場合、大鼓形ロ
ール23′は図示の如く帯鋼10のフランジ相当
部10aの中央部近傍を内側に一定量押し込むよ
うに配されて、左右一対の内側の大鼓形ロール2
3とは帯鋼10の長手方向に見て帯鋼10のフラ
ンジ相当部10aの中央部近傍の位置で最も深く
重合せしめられる。 In the continuous cold roll forming apparatus of the above embodiment, the pair of left and right outer flat rolls 22 in the reverse torsional deformation imparting mechanism 11 of the roll stand D are the first
As shown in Figure 4 a and b, a large drum-shaped roll 23'
It may be replaced with In this case, the large drum-shaped rolls 23' are arranged so as to push the vicinity of the center of the flange-corresponding portion 10a of the steel strip 10 inward by a certain amount as shown in the figure, and the pair of left and right inner large drum-shaped rolls 23'
3 overlap most deeply at a position near the center of the flange-equivalent portion 10a of the steel strip 10 when viewed in the longitudinal direction of the steel strip 10.
かかる構成の逆捩り変形付与機構11を備えた
連続冷間ロール成形装置により帯鋼10をU形鋼
4に成形した場合、ロールスタンドCの成形ロー
ル18,19を通過して第15図aに示す如く成
形された帯鋼10が、ロールスタンドDの左右一
対の外側の大鼓ロール23′を通過すると、第1
5図bに示す如く両側のフランジ相当部1aの中
央部近傍が大鼓形ロール23′により内側に押込
まれて、上流の成形ロールによつて加えられた長
手方向軸まわりの捩り変形のスプリングバツグを
元に戻すように捩り変形が与えられる。そして大
鼓形ロール23′間を通過後直ちに左右一対の内
側の大鼓形ロール23の外側を通過すると、両側
のフランジ相当部10aは第15図cに示す如く
その中央部近傍が大鼓形ロール23により外側に
押し戻されて長手方向軸まわりの逆捩り変形が付
与される。かくして逆捩り変形付与機構11の上
流側の成形ロールでフランジ相当部10aに加わ
つた長手方向軸まわりの捩り変形による残留剪断
応力が消去される。次いで大鼓形ロール23の外
側を通過した帯鋼10は、ロールスタンドEの成
形ロール20,21を通過して第15図dに示す
如くU形鋼4に仕上げ成形され、このU形鋼4の
フランジ4aのエツヂ部4bには長手方向のうね
りが無く、真直であつた。またフランジ4aの付
け根であるコーナー部4cの減肉が極めて少なか
つた。そしてこのU形鋼4を定寸に切断した処、
その切断口近傍の変形は前記実施例の場合と同様
極めて少ないものであつた。 When the steel strip 10 is formed into the U-shaped steel 4 by the continuous cold roll forming apparatus equipped with the reverse torsional deformation imparting mechanism 11 having such a configuration, the steel strip 10 passes through the forming rolls 18 and 19 of the roll stand C and is shown in FIG. 15a. When the steel strip 10 formed as shown passes through the pair of left and right outer drum rolls 23' of the roll stand D, the first
As shown in Fig. 5b, the vicinity of the center of the flange-equivalent portions 1a on both sides is pushed inward by the large drum-shaped roll 23', and the spring bag due to torsional deformation around the longitudinal axis applied by the upstream forming roll is removed. Torsional deformation is applied so that it returns to its original state. Immediately after passing between the large drum-shaped rolls 23', the outside of the pair of left and right inner large drum-shaped rolls 23 is passed, and as shown in FIG. It is pushed back outwards to impart a reverse torsional deformation about the longitudinal axis. In this way, residual shear stress due to torsional deformation around the longitudinal axis applied to the flange-corresponding portion 10a by the forming roll on the upstream side of the reverse torsional deformation imparting mechanism 11 is eliminated. Next, the steel strip 10 that has passed through the outside of the large drum-shaped roll 23 passes through the forming rolls 20 and 21 of the roll stand E, and is finished formed into a U-shaped steel 4 as shown in FIG. The edge portion 4b of the flange 4a had no longitudinal undulations and was straight. Further, there was extremely little thinning of the corner portion 4c, which is the base of the flange 4a. Then, when this U-shaped steel 4 was cut to size,
The deformation in the vicinity of the cutting opening was extremely small as in the case of the previous example.
尚、本発明の連続冷間ロール成形装置に於ける
逆捩り変形付与機構11の左右一対の外側のフラ
ツトロール22又は大鼓形ロール23′及び左右
一対の内側の大鼓形ロール23は、夫々の軸の上
下端が回転且つ移動できるようになつているの
で、成形すべきU形鋼4のフランジ高さ、角度、
板厚等寸法形状が変つた場合、フラツトロールや
大鼓形ロールの角度調整及び左右方向の間隔調整
を行えば良く、また外側のフラツトロール又は大
鼓形ロールと内側の大鼓形ロールとの帯鋼の長手
方向から見た重り具合を適宜に調整すれば良い。 In the continuous cold roll forming apparatus of the present invention, the left and right pair of outer flat rolls 22 or large drum-shaped rolls 23' and the left and right pair of inner large drum-shaped rolls 23 of the reverse torsional deformation imparting mechanism 11 have their respective axes. Since the upper and lower ends of the U-shaped steel 4 can be rotated and moved, the flange height, angle, and
If the dimensions and shape of the plate change, such as the plate thickness, it is sufficient to adjust the angle and horizontal spacing of the flat rolls or large drum-shaped rolls. The amount of weight viewed from the longitudinal direction may be adjusted as appropriate.
また上記の本発明の実施例ではU形鋼を形成し
た場合について説明したが、これに限るものでは
なく、通常の溝形鋼、リツプ付溝形鋼、ハツト形
鋼等の断面溝状の形鋼を成形する場合も前記と同
様に成形完了直前の形鋼のフランジの中央部近傍
に逆捩り変形を加えて残留剪断応力を消去できる
ものである。 Furthermore, in the above-described embodiments of the present invention, a case was explained in which a U-shaped steel was formed, but the invention is not limited to this. When forming steel, residual shear stress can be eliminated by applying reverse torsional deformation near the center of the flange of the shaped steel just before the forming is completed, in the same way as described above.
以上詳記した通り本発明の溝形鋼の連続冷間ロ
ール成形方法は、成形完了直前に溝形鋼のフラン
ジ中央部近傍に、上流の成形ロールによつて加え
られた長手方向軸まわりの捩り変形のスプリング
バツグを元に戻す捩り変形を加えた後、直ちに長
手方向軸まわりの逆捩り変形を付与して、捩り変
形による残留剪断応力を消去するので、得られた
溝形鋼のフランジ縁端部長手方向にはうねりが生
ぜず、また定寸に切断した際その切断口近傍の変
形が解消される。またフランジの付け根であるコ
ーナー部は、フランジが成形ロールによつて折り
曲げ成形された後折り返しが無いので、減肉が著
しく抑制される等の優れた効果がある。 As described in detail above, the continuous cold roll forming method for channel steel of the present invention is characterized in that the torsion around the longitudinal axis is applied by an upstream forming roll to the vicinity of the center of the flange of the channel steel immediately before the completion of forming. After applying torsional deformation to restore the spring bug of deformation, reverse torsional deformation around the longitudinal axis is immediately applied to eliminate residual shear stress due to torsional deformation, so the flange edge of the resulting channel steel Waviness does not occur in the longitudinal direction, and deformation near the cut end is eliminated when cut to size. Further, since the corner portion, which is the base of the flange, is not folded back after the flange is bent and formed by the forming rolls, there is an excellent effect that thinning is significantly suppressed.
また本発明の溝形鋼の連続冷間ロール成形装置
によれば、前記のロール成形方法を円滑、容易に
行うことができるばかりではなく、溝形鋼のフラ
ンジ中央部近傍に逆捩り変形を付与する機構の左
右一対の外側のフラツトロール又は大鼓形ロール
と左右一対の内側の大鼓形ロールの角度調整及び
左右方向の間隔調整を行うことができるので、成
形する溝形鋼の寸法、形状が変化しても対応でき
るという優れた効果がある。 Further, according to the continuous cold roll forming apparatus for channel steel of the present invention, not only can the roll forming method described above be carried out smoothly and easily, but also reverse torsional deformation can be imparted to the vicinity of the center of the flange of the channel steel. The angle and lateral spacing of the pair of left and right outer flat rolls or large drum-shaped rolls and the pair of left and right inner large drum-shaped rolls of the mechanism can be adjusted, so the dimensions and shape of the channel steel to be formed can be changed. It has the excellent effect of being able to cope with any situation.
第1図は従来の鋼床版を示す斜視図、第2図
a,bはその鋼床版における縦リブの他の例を示
す図、第3図は現在の鋼床版を示す斜視図、第4
図まU形鋼の正面図、第5図はU形鋼の切断口近
傍の変形を示す図、第6図は従来の連続冷間ロー
ル成形方法における切断口近傍の変形を抑制する
機構を示す図、第7図は従来の連続冷間ロール成
形方法により得られたU形鋼のフランジのエツジ
部のうねりを示す斜視図、第8図は帯鋼からU形
鋼を連続冷間ロール成形する際の帯鋼のフランジ
相当部に加わる長手方向軸まわりの捩り変形の状
態を示す図、第9図a,bは本発明による溝形鋼
の連続冷間ロール成形装置の概略平面図及び概略
側面図、第10図a,bは第9図bのI―I線矢
視拡大断面図及び―線矢視拡大断面図、第1
1図a,b,c,d,eは第9図aにおけるイ―
イ,ロ―ロ,ハ―ハ,ニ―ニ,ホ―ホ線における
U形鋼の成形途中及び成形後の状態を示す断面
図、第12図はロールギヤツプへの進入過程にお
ける帯鋼のフランジ部の長手方向軸まわりの捩り
変形と戻し変形の説明図、第13図は本発明のロ
ール成形方法と従来のロール成形方法によつて得
たU形鋼の切断口近傍の上幅A寸法の測定結果を
示すグラフ、第14図a,bは本発明による溝形
鋼の連続冷間ロール成形装置の他の例の要部を示
す概略平面図及び概略側面図、第15図a,b,
c,dは第14図aにおけるロ―ロ,ハ―ハ,ニ
―ニ,ホ―ホ線におけるU形鋼の成形途中及び成
形後の状態を示す断面図である。
4……U形鋼、4a……U形鋼のフランジ、4
b……フランジのエツジ部、4c……フランジの
コーナー部、10……帯鋼、10a……帯鋼のフ
ランジ相当部、11……逆捩り変形付与機構、1
2,13……ピンチロール、14,15,16,
17,18,19,20,21……成形ロール、
22……フラツトロール、23,23′……大鼓
形ロール、24……架台、25……外側フレー
ム、25a……ベース、26……回転・固定軸
受、27……移動ねじ、28……ガイド、29…
…回転・移動軸受、30……移動ねじ、31……
固定フレーム、32……ガイド、33……回転・
移動軸受、34……移動ねじ、35……回転・移
動軸受、36……ジヤツキ受、37……ジヤツキ
ボルト、38……プレート、39……ガイド、
A,B,C,D,E……ロールスタンド。
FIG. 1 is a perspective view showing a conventional steel deck, FIGS. 2 a and b are views showing other examples of vertical ribs in the steel deck, and FIG. 3 is a perspective view showing a current steel deck. Fourth
Figure 5 is a front view of the U-shaped steel, Figure 5 shows the deformation near the cutting opening of the U-shaped steel, and Figure 6 shows the mechanism for suppressing deformation near the cutting opening in the conventional continuous cold roll forming method. Figure 7 is a perspective view showing the waviness of the edge of the flange of a U-shaped steel obtained by the conventional continuous cold roll forming method, and Figure 8 is a continuous cold roll forming of a U-shaped steel from a strip steel. Figures 9a and 9b are a schematic plan view and a schematic side view of the continuous cold roll forming apparatus for channel steel according to the present invention. Figures 10a and 10b are an enlarged cross-sectional view taken along the line I--I of Figure 9b, and an enlarged cross-sectional view taken along the line I
Figure 1 a, b, c, d, and e correspond to E in Figure 9 a.
Cross-sectional views showing the state of the U-shaped steel during and after forming at the A, Ro-Ro, Ha-Ha, Ni-Ni, and Ho-Ho wires. Figure 12 shows the flange portion of the steel strip in the process of entering the roll gap. Fig. 13 is an explanatory diagram of torsional deformation and return deformation around the longitudinal axis of , and Fig. 13 is a measurement of the upper width A dimension near the cut end of U-shaped steel obtained by the roll forming method of the present invention and the conventional roll forming method. Graphs showing the results, FIGS. 14a and 14b are a schematic plan view and a schematic side view showing the main parts of another example of the continuous cold roll forming apparatus for channel steel according to the present invention, and FIGS. 15a and 15b are graphs showing the results.
14c and d are cross-sectional views showing the state of the U-shaped steel during and after forming along the Ro-Ro, Ha-Ha, Ni-Ni, and Ho-Ho lines in FIG. 14a. 4... U-shaped steel, 4a... U-shaped steel flange, 4
b...Edge part of flange, 4c... Corner part of flange, 10... Steel band, 10a... Part corresponding to flange of steel band, 11... Reverse torsional deformation imparting mechanism, 1
2, 13...pinch roll, 14, 15, 16,
17, 18, 19, 20, 21... forming roll,
22... Flat roll, 23, 23'... Drum-shaped roll, 24... Frame, 25... Outer frame, 25a... Base, 26... Rotating/fixed bearing, 27... Moving screw, 28... Guide , 29...
...Rotating/moving bearing, 30... Moving screw, 31...
Fixed frame, 32... Guide, 33... Rotating
Moving bearing, 34... Moving screw, 35... Rotating/moving bearing, 36... Jacket receiver, 37... Jacket bolt, 38... Plate, 39... Guide,
A, B, C, D, E... Roll stand.
Claims (1)
して断面が溝状の形鋼を成形するに際し、成形終
了直前のロールスタンド間において、上流の成形
ロールによつて帯鋼のフランジ相当部に加わつた
長手方向軸まわりの捩り変形のスプリングバツグ
を元に戻すように捩り変形を与えた後、直ちに帯
鋼のフランジ相当部の中央部近傍の位置で強くフ
ランジ付け根部及び縁端部に至るに従つて弱くな
るように長手方向軸まわりの逆捩り変形を付与し
て、フランジ相当部に加えられた長手方向軸まわ
りの捩り変形による残留剪断応力を消去すること
を特徴とする溝形鋼の連続冷間ロール成形方法。 2 上下一対のピンチロールと、該ピンチロール
の下流に所要の間隔を存して配設した上下一対の
成形ロールを有する多数のロールスタンドと、最
終のロールスタンドとその直前のロールスタンド
間に配設した逆捩り変形付与機構とより成り、前
記逆捩り変形付与機構は、該部分を通る帯鋼のフ
ランジ相当部の外面側に位置して上下方向で枢支
された左右一対のロール又は大鼓形ロールと、こ
の左右一対のロール又は大鼓形ロールの下流側に
間隔を存し帯鋼のフランジ相当部の内面側に位置
して上下方向で枢支された左右一対の大鼓形ロー
ルとで構成され、且つ帯鋼のフランジ相当部の外
面側のロール又は大鼓形ロールと内面側の大鼓形
ロールとが、帯鋼の長手方向から見てフランジ相
当部の中央部近傍位置で最も深く重合するように
配置されていることを特徴とする溝形鋼の連続冷
間ロール成形装置。 3 帯鋼のフランジ相当部の外面側に位置する左
右一対のロール又は大鼓形ロールと内面側に位置
する左右一対の大鼓形ロールの各軸の上下端が回
転且つ移動可能になされていることを特徴とする
特許請求の範囲第2項記載の溝形鋼の連続冷間ロ
ール成形装置。[Claims] 1. When forming a section steel with a groove-like cross section from a steel strip continuously through a large number of roll stands, between the roll stands just before the end of forming, the steel strip is After applying torsional deformation to restore the spring bag of torsional deformation around the longitudinal axis applied to the flange-equivalent part of the steel strip, immediately tighten the flange base and edge at a position near the center of the flange-equivalent part of the steel strip. It is characterized by applying reverse torsional deformation around the longitudinal axis such that it becomes weaker toward the end to eliminate residual shear stress due to torsional deformation around the longitudinal axis applied to the flange-corresponding part. Continuous cold roll forming method for channel steel. 2. A large number of roll stands each having a pair of upper and lower pinch rolls, a pair of upper and lower forming rolls disposed downstream of the pinch rolls at a required interval, and a roll stand disposed between the last roll stand and the roll stand immediately before it. The reverse torsional deformation imparting mechanism comprises a pair of left and right rolls or drum-shaped rollers located on the outer surface side of the flange-equivalent portion of the steel strip passing through the portion and pivoted in the vertical direction. It consists of a roll and a pair of left and right large drum-shaped rolls that are spaced downstream from the left and right pair of rolls or a pair of left and right large drum-shaped rolls that are located on the inner surface of the flange-equivalent part of the steel band and are pivotally supported in the vertical direction. , and so that the roll or large drum-shaped roll on the outer surface side of the flange-equivalent portion of the steel band and the large drum-shaped roll on the inner surface side overlap most deeply at a position near the center of the flange-equivalent portion of the steel band when viewed from the longitudinal direction of the steel band. A continuous cold roll forming device for channel steel, characterized in that: 3. The upper and lower ends of each axis of the pair of left and right rolls or large drum-shaped rolls located on the outer surface of the flange-equivalent part of the steel band and the pair of left and right large drum-shaped rolls located on the inner surface are rotatable and movable. A continuous cold roll forming apparatus for channel steel according to claim 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15316381A JPS5855128A (en) | 1981-09-28 | 1981-09-28 | Method and apparatus for continuous cold roll forming of channel steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15316381A JPS5855128A (en) | 1981-09-28 | 1981-09-28 | Method and apparatus for continuous cold roll forming of channel steel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5855128A JPS5855128A (en) | 1983-04-01 |
| JPS633691B2 true JPS633691B2 (en) | 1988-01-25 |
Family
ID=15556415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15316381A Granted JPS5855128A (en) | 1981-09-28 | 1981-09-28 | Method and apparatus for continuous cold roll forming of channel steel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5855128A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61162319U (en) * | 1985-03-27 | 1986-10-08 | ||
| JP6607132B2 (en) * | 2016-04-06 | 2019-11-20 | 日本製鉄株式会社 | U-rib and U-rib manufacturing method |
| WO2023037961A1 (en) * | 2021-09-08 | 2023-03-16 | Jfeスチール株式会社 | Method for improving delayed fracture characteristics of steel sheet, method for producing blank, method for producing press-formed article, and press-formed article |
-
1981
- 1981-09-28 JP JP15316381A patent/JPS5855128A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5855128A (en) | 1983-04-01 |
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