JP3431766B2 - Cutting method for shear of section steel - Google Patents
Cutting method for shear of section steelInfo
- Publication number
- JP3431766B2 JP3431766B2 JP20036096A JP20036096A JP3431766B2 JP 3431766 B2 JP3431766 B2 JP 3431766B2 JP 20036096 A JP20036096 A JP 20036096A JP 20036096 A JP20036096 A JP 20036096A JP 3431766 B2 JP3431766 B2 JP 3431766B2
- Authority
- JP
- Japan
- Prior art keywords
- web
- shaped steel
- shaped
- flange
- blade
- 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 - Lifetime
Links
Landscapes
- Shearing Machines (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、形鋼のシャー切断
方法に関し、詳細には、一般的な溝形鋼やH形鋼などの
ようにウエブの両端にウエブよりも厚肉なフランジを有
する形鋼を対の総型刃を用いて剪断するシャー切断方法
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shear cutting method for shaped steel, and more specifically, it has a flange thicker than the web at both ends of the web, such as general channel steel and H-shaped steel. The present invention relates to a shear cutting method in which a shaped steel is sheared by using a pair of forming blades.
【0002】[0002]
【従来の技術】形鋼の冷間切断は、一般的にコールドソ
ーによる切断が多く適用されているが、近年では、切断
効率の向上を図るため、同時に多列の切断が可能なシャ
ー切断の適用が進められている。また、従前の溝形鋼や
H形鋼などの剪断では、その概要説明図である〔図4〕
( (a)図は一部破断正面図、 (b)図は側面図)に示すよ
うに、同形の溝形刃を設けた対の固定刃(11),(12) 間に
先端を尖らせた移動刃(13)を降下させて打抜剪断を行っ
ていたが、この方法では、切断面が変形し易く、かつ切
断ロスが生じることから、最近では、切断対象形鋼の断
面形状に対応する穴形刃を設けた対の総型刃によるシャ
ー切断が適用されるようになっている。2. Description of the Related Art Generally, cold sawing of shaped steel is generally applied with a cold saw, but in recent years, in order to improve the cutting efficiency, shear cutting of multiple rows at the same time is possible. Application is in progress. Further, in the conventional shearing of channel steel or H-section steel, it is a schematic explanatory diagram thereof [FIG. 4].
As shown in ((a) Figure is a partially broken front view and (b) figure is a side view), sharpen the tip between a pair of fixed blades (11), (12) with grooved blades of the same shape. Although the moving blade (13) was lowered to perform punching shearing, this method easily deforms the cutting surface and causes cutting loss.Recently, it corresponds to the cross-sectional shape of the section steel to be cut. Shear cutting by a pair of full-scale blades provided with a hole-shaped blade is used.
【0003】上記従来の総型刃によるシャー切断では、
その側面図である〔図2〕の (a)図に示すように、形鋼
(S) の断面形状に対応する穴形刃(2),(4) を設けた総型
刃式の固定刃(1) と移動刃(3) を用いて、例えば溝形鋼
などを切断する。ここで、固定刃(1) の穴形刃(2) は、
形鋼(S) の一方のフランジ(F) の外側辺と、ウエブ(W)
の下側辺と、他方の一方のフランジ(F')の内側辺から付
け根Rまでの領域とに対応する内周部(図中に太線で表
す部位)それぞれを、第1のフランジ切刃(2a)、ウエブ
切刃(2b)および第2のフランジ切刃(2c)に、それ以外の
内周部を逃げ部(2d),(2e) に形成しており、また、移動
刃(3) の穴形刃(4) は、形鋼(S) の一方のフランジ(F)
の内側辺と、ウエブ(W) の上側辺と、他方の一方のフラ
ンジ(F')の外側辺とに対応する内周部(図中に太線の実
線で表す部位)それぞれを、第1フランジ切刃(4a)、ウ
エブ切刃(4b)および第2フランジ切刃(4c)に、それ以外
の内周部を逃げ部(4d),(4e) に形成している。また、固
定刃(1) は、図示省略のシャー切断機の刃受台に、移動
刃(3) は、所定角度で傾斜昇降するスライドヘッド下端
にそれぞれ取り付けられ、更に、移動刃(3) は、同 (a)
図に示すように、形鋼(S) が通過可能に双方の穴形刃
(2),(4)を重ねた基準状態が上限位置となるように、そ
の取り付け位置を調整される。そして、この基準状態
で、形鋼(S) を双方の穴形刃(2),(4) 内に所定寸法だけ
送り込み、次いで、前記スライドヘッドの作動により、
(b)図に示すように、移動刃(3) を、ウエブ(W) とフラ
ンジ(F),(F')それぞれに対して傾斜(垂直線に対して35
度〜45度で傾斜)する斜め下方(図中の矢印方向)に降
下させ、その穴形刃(4) 内周の各切刃(4a),(4b),(4c)
を、形鋼(S) の両フランジ(F),(F')側面とウエブ(W) 上
面とに同時に接触させて切断を開始し、図中の一点鎖線
までの移動過程で、一定率の塑性変形(切り込み)とそ
れに続く剪断を生じさせて切断する。また、比較的小型
な形鋼(S) の場合には、複数対の固定および移動刃(1),
(3)をシャー切断機に取り付けて、複数本を同時多列に
切断する。In the conventional shear cutting with the above-mentioned conventional full-scale blade,
As shown in the side view (Fig. 2) (a),
Using, for example, a channel-shaped fixed blade (1) provided with hole-shaped blades (2), (4) corresponding to the cross-sectional shape of (S) and a movable blade (3), for example, cutting channel steel . Here, the hole-shaped blade (2) of the fixed blade (1) is
Outside of one flange (F) of shaped steel (S) and web (W)
Each of the inner peripheral portion (the portion indicated by the thick line in the drawing) corresponding to the lower side and the region from the inner side of the other one flange (F ′) to the root R is the first flange cutting blade ( 2a), the web cutting edge (2b) and the second flange cutting edge (2c), and the inner peripheral portions other than that are formed in the relief portions (2d), (2e), and the moving blade (3) The hole-shaped blade (4) is a flange (F) of one of the shaped steel (S).
Inner side of the web, upper side of the web (W), and outer side of the other one flange (F ') The cutting edge (4a), the web cutting edge (4b) and the second flange cutting edge (4c) are provided with inner peripheral portions other than the above in the relief portions (4d) and (4e). Further, the fixed blade (1) is attached to a blade holder of a shear cutting machine (not shown), the movable blade (3) is attached to the lower end of the slide head which is inclined and raised at a predetermined angle, and the movable blade (3) is , Same (a)
As shown in the figure, both hole shaped blades allow the shaped steel (S) to pass.
The mounting position is adjusted so that the reference state in which (2) and (4) are overlapped becomes the upper limit position. Then, in this reference state, the shaped steel (S) is fed into both hole-shaped blades (2), (4) by a predetermined dimension, and then by the operation of the slide head,
As shown in Fig. (b), the movable blade (3) is tilted with respect to the web (W) and the flanges (F) and (F ') (35
Depth diagonally downward (in the direction of the arrow in the figure) at an angle of 45 degrees to 45 degrees, and its hole-shaped blade (4) the inner cutting edge (4a), (4b), (4c)
Simultaneously contact both flanges (F) and (F ') sides of the shaped steel (S) and the upper surface of the web (W) to start cutting, and in the process of moving to the one-dot chain line in the figure, a constant rate Cutting is performed by causing plastic deformation (cutting) and subsequent shearing. Also, in the case of relatively small shaped steel (S), multiple pairs of fixed and movable blades (1),
Attach (3) to the shear cutting machine and cut multiple lines in multiple rows at the same time.
【0004】[0004]
【発明が解決しようとする課題】しかし、上記従来のシ
ャー切断では、切断ロスを生じることなく、溝形鋼やH
形鋼などを効率良く切断できるものの、直線状であるべ
きウエブに曲げ変形が生じ易く、これが切断製品の形状
品質を低下させると言う問題がある。すなわち、上記従
来のシャー切断では、移動刃(3) を斜めに移動させ、そ
の穴形刃(4) の各切刃(4a),(4b),(4c)を、形鋼(S) の両
フランジ(F),(F')側面とウエブ(W) 上面とに同時に接触
させて切断を開始することで、両フランジ(F),(F')とウ
エブ(W) を同時に切断しようとするのであるが、フラン
ジ(F),(F')の方がウエブ(W) よりも厚肉であることか
ら、フランジ(F),(F')の切断反力がウエブ(W) 部よりも
大きくなるため、移動刃(3) が、〔図3〕の (a)図中の
矢印で示すように、シャー切断機の各作動部のギャップ
分および弾性変形分だけウエブ(W) 方向にずれて動かさ
れて、ウエブ(W) を先に切断し始める。一方、JIS に準
拠する一般的な溝形鋼やH形鋼などの形鋼は、一般構造
用鋼からなり、その冷間剪断では、厚さの20%以上、25
%程度まで切り込むと、その後一気に剪断が生じて切断
が完了する。そのため、先に切断が開始され、しかもフ
ランジ(F),(F')よりも薄肉なウエブ(W) 部における剪断
が早く始まり、その結果、ウエブ(W) の切断が早く完了
し、両フランジ(F),(F')の付け根部外側が切断遅れとな
って、 (b)図に示すように、切断された形鋼(S) のウエ
ブ(W) の端部に下側方向への曲げ変形が生じる。また、
このことは切断対象の形鋼が大型になるに従い顕著にな
る。However, in the above-mentioned conventional shear cutting, channel steel or H steel is produced without causing cutting loss.
Although it is possible to efficiently cut a shaped steel or the like, there is a problem that the web which should be straight is likely to be bent and deformed, which deteriorates the shape quality of the cut product. That is, in the above-mentioned conventional shear cutting, the movable blade (3) is moved diagonally, and the respective cutting blades (4a), (4b), (4c) of the hole-shaped blade (4) of the shaped steel (S) Attempting to cut both flanges (F), (F ') and the web (W) at the same time by simultaneously contacting the sides of both flanges (F), (F') and the upper surface of the web (W) to start cutting. However, since the flanges (F) and (F ') are thicker than the web (W), the cutting reaction force of the flanges (F) and (F') is greater than that of the web (W). Since the moving blade (3) also becomes larger, the moving blade (3) moves in the web (W) direction by the gap and elastic deformation of each working part of the shear cutting machine, as shown by the arrow in (a) of Fig. 3. It is moved out of the way and begins to cut the web (W) first. On the other hand, shaped steels such as general channel steels and H-shaped steels conforming to JIS are made of general structural steels, and in cold shearing thereof, 20% or more of the thickness, 25
When cut to about%, shearing occurs at once and the cutting is completed. Therefore, the cutting starts first, and the shearing of the web (W) portion that is thinner than the flanges (F) and (F ') begins earlier, and as a result, the cutting of the web (W) is completed earlier and both flanges are completed. The outside of the roots of (F) and (F ') is delayed in cutting, and as shown in (b), the end of the web (W) of the cut shaped steel (S) is directed downward. Bending deformation occurs. Also,
This becomes remarkable as the section steel to be cut becomes larger.
【0005】本発明は、上記従来技術の問題点を解消す
るためになされたもので、溝形鋼やH形鋼などのように
ウエブの両端にウエブよりも厚肉なフランジを有する形
鋼を、ウエブに曲げ変形を生じさせることなく、形状精
度良く切断することができる形鋼のシャー切断方法を提
供することを目的とする。The present invention has been made in order to solve the above-mentioned problems of the prior art, and a shaped steel having a flange thicker than the web at both ends of the web such as a channel steel and an H-shaped steel. An object of the present invention is to provide a shear cutting method for a shaped steel, which can cut a web with high shape accuracy without causing bending deformation of the web.
【0006】請求項1記載の発明は、ウエブの両端に該
ウエブよりも厚肉なフランジを有する断面形状の形鋼
を、該形鋼の断面形状に対応する形状の穴形刃を有する
対の総型刃の穴形刃内に送り込み、その対の総型刃を該
形鋼のウエブとフランジそれぞれに対して傾斜する斜め
方向に相対移動させて剪断する形鋼のシャー切断方法に
おいて、前記フランジの平均厚さと前記ウエブの厚さと
の差の20%〜25%の値と等距離分だけ、前記対の総型刃
の前記フランジへの切り込みを前記ウエブへの切り込み
よりも先行させることを特徴とする形鋼のシャー切断方
法である。 According to a first aspect of the present invention, both ends of the web are
Section steel with a flange thicker than the web
Having a hole-shaped blade having a shape corresponding to the cross-sectional shape of the shaped steel
Feed it into the hole-shaped blade of the pair of forming blades,
Angled with respect to each of the shaped steel web and flange
Shear cutting method for shaped steel that shears by moving relative to the direction
The average thickness of the flange and the thickness of the web
20% to 25% of the difference between the pair of forming blades, equidistant
Notch into the flange and notch into the web
Shearing method for shaped steel characterized by being preceded by
Is the law.
【0007】請求項2記載の発明は、前記対の総型刃が
移動刃と固定刃とからなり、前記フランジの平均厚さと
前記ウエブの厚さとの差の20%〜25%の値に、前記移動
刃のウエブ方向への逃げの予測値または実測値から設定
される逃げ補正値を加えた値と等距離分だけ、前記対の
総型刃の前記フランジへの切り込みを前記ウエブへの切
り込みよりも先行させる請求項1記載の形鋼のシャー切
断方法である。 請求項3記載の発明は、前記形鋼が溝形
鋼である請求項1または2記載の形鋼のシャー切断方法
である。 According to a second aspect of the invention, the pair of forming blades are
It consists of a moving blade and a fixed blade, and the average thickness of the flange
The transfer to a value of 20% to 25% of the difference from the web thickness
Set from predicted value or actual measured value of blade escape in web direction
The value of the pair that is equidistant to the value obtained by adding the escape correction value
Cut the notch into the flange of the forming blade to the web.
Shearing of the shaped steel according to claim 1, which is preceded by embedding.
It is a cutting method. In the invention according to claim 3, the shaped steel is groove-shaped.
A method for shearing a shaped steel according to claim 1 or 2, which is steel.
Is.
【0008】請求項4記載の発明は、ウエブの両端に該
ウエブよりも厚肉なフランジを有する断面形状の形鋼
を、該形鋼の断面形状に対応する形状の穴形刃を有する
対の総型刃の穴形刃内に送り込み、その対の総型刃を該
形鋼のウエブとフランジそれぞれに対して傾斜する斜め
方向に相対移動させて剪断する形鋼のシャー切断方法に
おいて、前記フランジの剪断の始まりと前記ウエブの剪
断の始まりとがほぼ同時点となるように前記対の総型刃
の前記フランジへの切り込みを前記ウエブへの切り込み
よりも先行させることを特徴とする形鋼のシャー切断方
法である。 According to a fourth aspect of the present invention, the web is provided on both ends thereof with
Section steel with a flange thicker than the web
Having a hole-shaped blade having a shape corresponding to the cross-sectional shape of the shaped steel
Feed it into the hole-shaped blade of the pair of forming blades,
Angled with respect to each of the shaped steel web and flange
Shear cutting method for shaped steel that shears by moving relative to the direction
At the beginning of shearing of the flange and shearing of the web.
The pair of all-purpose blades so that the start and end of the break are almost at the same time.
Notch into the flange and notch into the web
Shearing method for shaped steel characterized by being preceded by
Is the law.
【0009】[0009]
【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。〔図1〕は、本発明のシャー切断
方法の1実施形態の説明図であって、 (a)図は形鋼の切
断開始時点、 (b)図は切断中途それぞれでの固定刃と移
動刃との位置関係を示す側面図である。なお、本例で用
いる固定刃および移動刃は、移動刃の切刃の構成が一部
異なる点を除いて、〔図2〕に示したものと基本的には
同じであるので、ここでは〔図2〕と等価な各部に同符
号を付してその説明を省略するものとする。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. [Fig. 1] is an explanatory view of an embodiment of a shear cutting method of the present invention, in which (a) is a starting point of cutting of a shaped steel, and (b) is a fixed blade and a moving blade in the middle of cutting. It is a side view which shows the positional relationship with. The fixed blade and the movable blade used in this example are basically the same as those shown in [Fig. 2] except that the configuration of the cutting blade of the movable blade is partially different. 2] and the description thereof will be omitted.
【0010】本例では、〔図1〕に示すように、切断対
象形鋼の断面形状に対応する形状の穴形刃(2),(4) を有
する総型刃式の対の固定刃(1) と移動刃(3) とを用い
て、形鋼(S)(本例では、JIS;SS400 材からなる溝形鋼)
をシャー切断する。また、固定刃(1) は、図示省略のシ
ャー切断機の刃受台に、移動刃(3) は、垂直線に対し45
度の角度で傾斜昇降するように調整された、同シャー切
断機のスライドヘッド下端にそれぞれ取り付け、更に、
移動刃(3) は、切断対象の形鋼(S)の通過可能に双方の
穴形刃(2),(4) を重ねた基準状態が上限位置となるよう
に、その取り付け高さ位置を調整する。In this example, as shown in FIG. 1, a pair of fixed blades of the full-form blade type having hole-shaped blades (2), (4) having a shape corresponding to the cross-sectional shape of the shape steel to be cut ( 1) and the movable blade (3) are used to form a section steel (S) (in this example, a channel steel made of JIS; SS400 material)
Shear cut. In addition, the fixed blade (1) is on the blade holder of a shear cutting machine (not shown), and the movable blade (3) is 45
Attached to the lower end of the slide head of the shear cutting machine, which is adjusted to tilt up and down at an angle of
The movable blade (3) should be installed at its mounting height position so that the reference state in which both hole-shaped blades (2), (4) are overlapped to allow passage of the shape steel (S) to be cut is the upper limit position. adjust.
【0011】ここで、移動刃(3) は、 (a)図に示すよう
に、45度斜め下方に移動して穴形刃(4) 内周の第1およ
び第2のフランジ切刃(4a),(4c) が、形鋼(S) の両フラ
ンジ(F),(F')それぞれの側面に接触したとき、つまり切
断開始時に、ウエブ切刃(4b)と該形鋼(S) のウエブ(W)
上面との間に、下記式により設定した遅れ隙間αがと
れるように、そのウエブ切刃(4b)の上下方向の刃高を短
く形成している。
α= 0.25 (t1 −t2 ) −−−
但し、t1 はフランジの平均厚さ、t2 はウエブの厚さ
である。Here, the movable blade (3) is moved obliquely downward by 45 degrees to move the first and second flange cutting blades (4a) on the inner circumference of the hole-shaped blade (4) as shown in FIG. ), (4c) contacts the side surfaces of both flanges (F), (F ') of the shaped steel (S), that is, at the start of cutting, the web cutting edge (4b) and the shaped steel (S) Web (W)
The web cutting blade (4b) has a short blade height in the up-down direction so that a delay gap α set by the following equation can be secured between the upper surface and the upper surface. α = 0.25 (t 1 −t 2 ) −−− where t 1 is the average thickness of the flange and t 2 is the thickness of the web.
【0012】上記構成の固定刃(1) と移動刃(3) とを用
いる本例のシャー切断では、前記従来技術と同様に、移
動刃(3) を上限に位置づけた基準状態で、形鋼(S) を双
方の穴形刃(2),(4) 内に所定寸法だけ送り込み、次い
で、前記スライドヘッドの作動により、移動刃(3) を図
中の矢印で示すように、ウエブ(W) とフランジ(F),(F')
それぞれに対して45度で傾斜する斜め下方に降下させ
る。このとき、まず (a)図に示すように、移動刃(3) の
穴形刃(4) 内周の第1および第2のフランジ切刃(4a),
(4c) が、形鋼(S) の両フランジ(F),(F')それぞれの側
面に接触して切断が開始され、続いて、ウエブ切刃(4b)
が上記遅れ隙間αの分だけ遅れて該形鋼(S) のウエブ
(W) 上面に接触してその切断が始まる。In the shear cutting of the present example using the fixed blade (1) and the movable blade (3) having the above-mentioned structure, similarly to the above-mentioned prior art, in the standard state in which the movable blade (3) is positioned at the upper limit, the shaped steel (S) is fed into both hole-shaped blades (2) and (4) by a predetermined size, and then the movable blade (3) is moved to the web (W) as shown by the arrow in the figure by the operation of the slide head. ) And flanges (F), (F ')
For each, descend at an angle of 45 degrees. At this time, first, as shown in (a), the first and second flange cutting blades (4a) on the inner circumference of the hole-shaped blade (4) of the movable blade (3),
(4c) contacts the sides of both flanges (F) and (F ') of the shaped steel (S) to start cutting, and then the web cutting edge (4b)
Is delayed by the above-mentioned delay clearance α, and the web of the shaped steel (S)
(W) The cutting starts upon contact with the upper surface.
【0013】ここで、前述のように、JIS;SS400 材等の
一般構造用鋼の冷間剪断では、その厚さの20〜25%程度
の切り込みで剪断が始まり、この時点で実質的な切断が
完了するが、本例では、厚肉なフランジ(F),(F')部の切
断を、上記ウエブ切刃(4b)の遅れ隙間α分だけ、つまり
フランジ(F),(F')の厚さの25%とウエブ(W) の厚さの25
%との差の値と等距離分だけウエブ(W) 方向よりも先行
させているので、両フランジ(F),(F')部とウエブ(W) 部
における剪断の始まりをほぼ同時点とし、これにより両
フランジ(F),(F')部とウエブ(W) 部の切断をほぼ同時に
完了させて、ウエブ(W) に曲げ変形が生じることを防止
できる。Here, as mentioned above, in the cold shearing of general structural steel such as JIS; SS400 material, the shearing starts at a cut of about 20 to 25% of its thickness, and at this point the actual cutting However, in this example, the thick flange (F), the cutting of the (F ') portion, only the delay gap α of the web cutting edge (4b), that is, the flange (F), (F') 25% of the thickness of the web and 25 of the thickness of the web (W)
Since it is preceded in the web (W) direction by an amount equal to the value of the difference with%, the start of shearing at both flanges (F), (F ') and the web (W) is set at almost the same point. As a result, the flanges (F), (F ') and the web (W) can be cut almost at the same time, and bending deformation of the web (W) can be prevented.
【0014】なお、上記例では、ウエブ切刃の遅れ隙間
αを、フランジの厚さの25%とウエブの厚さの25%との
差の値と等距離としたが、これは必要最小条件であっ
て、比較的大型の形鋼やフランジ厚さとウエブ厚さとの
差がより大きくて、切断時におけるフランジ部の切断反
力が大きな形鋼の場合には、その遅れ隙間α’は、下記
式により設定する。
α' = 0.25 (t1 −t2 )+β −−−
但し、t1 はフランジの平均厚さ、t2 はウエブの厚
さ、またβは、切断時のシャー切断機の各作動部のギャ
ップおよび弾性変形による移動刃のウエブ方向への逃げ
の予測値ないしは実測値から設定される逃げ補正値であ
る。In the above example, the delay gap α of the web cutting edge is equal to the difference between 25% of the flange thickness and 25% of the web thickness, but this is the minimum required condition. However, in the case of a relatively large shaped steel or a shaped steel in which the difference between the flange thickness and the web thickness is larger and the cutting reaction force of the flange portion at the time of cutting is large, the delay gap α ′ is Set by formula. α ′ = 0.25 (t 1 −t 2 ) + β −−− where t 1 is the average thickness of the flange, t 2 is the thickness of the web, and β is the gap of each working part of the shear cutting machine at the time of cutting. And a relief correction value set from a predicted value or a measured value of the clearance of the moving blade in the web direction due to elastic deformation.
【0015】そして、上記の逃げ補正値βを含む遅れ隙
間α' 分だけ、フランジ部の切断をウエブ方向よりも先
行させ、これによりフランジ部における剪断の始まりを
ウエブ部における剪断の始まりに合わせて、ないしはそ
れよりも早めることで、ウエブ部の切断が早く完了して
曲げ変形が生じることを防止できる。また、これにより
シャー切断機の各作動部のギャップおよび弾性変形によ
る切刃のずれを補正して大型の形鋼についても形状精度
良く切断することができる。Then, the flange portion is cut ahead of the web direction by the delay gap α'including the relief correction value β so that the start of shearing at the flange portion coincides with the start of shearing at the web portion. Or, by making it earlier than that, it is possible to prevent the cutting of the web portion from being completed early and bending deformation. Further, by this, the gap of each operating portion of the shear cutting machine and the deviation of the cutting edge due to the elastic deformation can be corrected, and a large shaped steel can be cut with high shape accuracy.
【0016】なお、上記例では、溝形鋼の切断について
述べたが、本発明はこれに限定されるものでなく、例え
ば、切断対象の形鋼はウエブの両端に該ウエブよりも厚
肉なフランジを有する一般的なH形鋼に適用して同様の
効果を得ることができる。また、上記例では、1対の固
定および移動刃について述べたが、これは説明を簡明に
するためであって、実際には、複数対の固定および移動
刃をシャー切断機に取り付けて、複数の形鋼を同時多列
に切断することができる。また、その数は、切断対象の
形鋼の大小と切断機の容量とによって設定される。In the above example, the cutting of the channel steel was described, but the present invention is not limited to this. For example, the shape steel to be cut is thicker than the web at both ends of the web. The same effect can be obtained by applying to a general H-section steel having a flange. Further, in the above example, a pair of fixed and movable blades is described, but this is for the sake of simplicity of explanation. In practice, a plurality of pairs of fixed and movable blades are attached to the shear cutting machine, Shaped steel can be cut in multiple rows at the same time. Further, the number is set depending on the size of the shaped steel to be cut and the capacity of the cutting machine.
【0017】[0017]
【発明の効果】以上に述べたように、本発明に係るシャ
ー切断方法によれば、溝形鋼やH形鋼などのようにウエ
ブの両端にウエブよりも厚肉なフランジを有する形鋼
を、ウエブに曲げ変形を生じさせることなく、形状精度
良く切断することができる。As described above, according to the shear cutting method of the present invention, shaped steel having a flange thicker than the web at both ends of the web, such as channel steel and H-shaped steel, is used. It is possible to cut the web with high shape accuracy without causing bending deformation of the web.
【図1】本発明のシャー切断方法の1実施形態の説明図
であって、 (a)図は形鋼の切断開始時点、 (b)図は切断
中途それぞれでの固定刃と移動刃との位置関係を示す側
面図である。FIG. 1 is an explanatory view of an embodiment of a shear cutting method of the present invention, in which (a) is a starting point of cutting of a shaped steel, and (b) is a diagram showing a fixed blade and a movable blade in the middle of cutting. It is a side view which shows a positional relationship.
【図2】従来の総型刃によるシャー切断方法の説明図で
あって、 (a)図は固定刃と移動刃との構成配置を示す側
面図、 (b)図は形鋼の切断開始時点での固定刃と移動刃
との位置関係を示す側面図である。2A and 2B are explanatory diagrams of a shear cutting method using a conventional full-scale blade, in which FIG. 2A is a side view showing a configuration arrangement of a fixed blade and a movable blade, and FIG. 6 is a side view showing the positional relationship between the fixed blade and the movable blade in FIG.
【図3】従来の総型刃によるシャー切断に関わるウエブ
曲げ変形の説明図である。FIG. 3 is an explanatory diagram of web bending deformation related to shear cutting by a conventional forming blade.
【図4】従来の打抜剪断による切断方法の概要説明図で
あって、 (a)図は一部破断正面図、 (b)図は側面図であ
る。4A and 4B are schematic explanatory views of a conventional cutting method by punching shear, in which FIG. 4A is a partially cutaway front view and FIG. 4B is a side view.
(1) --固定刃、(2) --穴形刃、(2a)--第1のフランジ切
刃、(2b)--ウエブ切刃、(2c)--第2のフランジ切刃、(2
d)--逃げ部、(2e) -- 逃げ部、(3) --移動刃、(4) --穴
形刃、(4a)--第1のフランジ切刃、(4b)--ウエブ切刃、
(4c)--第2のフランジ切刃、(4d)--逃げ部、(4e)--逃げ
部、(S) --形鋼、(F),(F')--フランジ、(W) --ウエブ、
α--遅れ隙間、α' --遅れ隙間、β--逃げ補正値、t1
--フランジの平均厚さ、t2 --ウエブの厚さ。(1) --Fixed blade, (2) --Hole shaped blade, (2a)-First flange cutting edge, (2b)-Web cutting edge, (2c)-Second flange cutting edge, (2
d)-relief, (2e)-relief, (3)-moving blade, (4)-hole blade, (4a)-first flange cutting edge, (4b)-web Cutting edge,
(4c)-second flange cutting edge, (4d)-relief, (4e)-relief, (S)-section steel, (F), (F ')-flange, (W ) --Web,
α--lag gap, α '-lag gap, β--runout correction value, t 1
--Average flange thickness, t 2 --Web thickness.
フロントページの続き (56)参考文献 特開 平5−57523(JP,A) 特開 平10−80820(JP,A) 実開 昭64−56920(JP,U) (58)調査した分野(Int.Cl.7,DB名) B23D 23/00 B23D 15/00 - 15/04 Continuation of the front page (56) References JP-A-5-57523 (JP, A) JP-A-10-80820 (JP, A) Actual development Sho-64-56920 (JP, U) (58) Fields investigated (Int .Cl. 7 , DB name) B23D 23/00 B23D 15/00-15/04
Claims (4)
ランジを有する断面形状の形鋼を、該形鋼の断面形状に
対応する形状の穴形刃を有する対の総型刃の穴形刃内に
送り込み、その対の総型刃を該形鋼のウエブとフランジ
それぞれに対して傾斜する斜め方向に相対移動させて剪
断する形鋼のシャー切断方法において、前記フランジの
平均厚さと前記ウエブの厚さとの差の20%〜25%の値と
等距離分だけ、前記対の総型刃の前記フランジへの切り
込みを前記ウェブへの切り込みよりも先行させることを
特徴とする形鋼のシャー切断方法。1. A pair of forming blades having a cross-section shaped steel having flanges thicker than the web at both ends of the web, and having a pair of hole-shaped blades having a shape corresponding to the cross-sectional shape of the shaped steel. In the shear cutting method of the shaped steel, which is fed into the blade and sheared by relatively moving the pair of full-form blades in an oblique direction inclined with respect to the web and the flange of the shaped steel , respectively.
20% to 25% of the difference between the average thickness and the thickness of the web and
Cut equidistantly into the flange of the pair of mold blades
A method for shearing a shaped steel, characterized in that the incision precedes the incision in the web .
なり、前記フランジの平均厚さと前記ウエブの厚さとの
差の20%〜25%の値に、前記移動刃のウエブ方向への逃
げの予測値または実測値から設定される逃げ補正値を加
えた値と等距離分だけ、前記対の総型刃の前記フランジ
への切り込みを前記ウエブへの切り込みよりも先行させ
る請求項1記載の形鋼のシャー切断方法。2. The pair of forming blades are composed of a movable blade and a fixed blade.
And the average thickness of the flange and the thickness of the web
The value of 20% to 25% of the difference causes the movable blade to escape in the web direction.
The relief correction value set from the predicted
The same distance as the value obtained, the flange of the pair of forming blades
The method of shear cutting of a shaped steel according to claim 1 , wherein the cut into the web precedes the cut into the web .
2記載の形鋼のシャー切断方法。 3. The section steel according to claim 1, wherein the section steel is a channel steel.
2. The shear cutting method for shaped steel according to 2.
ランジを有する断面形状の形鋼を、該形鋼の断面形状に
対応する形状の穴形刃を有する対の総型刃の穴形刃内に
送り込み、その対の総型刃を該形鋼のウエブとフランジ
それぞれに対して傾斜する斜め方向に相対移動させて剪
断する形鋼のシャー切断方法において、前記フランジの
剪断の始まりと前記ウエブの剪断の始まりとがほぼ同時
点となるように前記対の総型刃の前記フランジへの切り
込みを前記ウエブへの切り込みよりも先行させることを
特徴とする形鋼のシャー切断方法。 4. A web having a thicker wall than the web at both ends of the web.
Change the cross-section shape having a lunge into the cross-section shape of the shape steel.
Within the hole-shaped blade of a pair of general-shaped blades that have a correspondingly shaped hole-shaped blade
Infeed, and the pair of forming blades are used to form the web and flange of the shaped steel.
Relative movement in the diagonal direction that tilts with respect to each
In the shear cutting method of the shaped steel to be cut,
The beginning of shearing and the beginning of shearing of the web are almost at the same time.
Cut into the flange of the pair of forming blades so that
That the incision precedes the incision in the web
Characteristic shearing method for shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20036096A JP3431766B2 (en) | 1996-07-30 | 1996-07-30 | Cutting method for shear of section steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20036096A JP3431766B2 (en) | 1996-07-30 | 1996-07-30 | Cutting method for shear of section steel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1043929A JPH1043929A (en) | 1998-02-17 |
| JP3431766B2 true JP3431766B2 (en) | 2003-07-28 |
Family
ID=16423013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20036096A Expired - Lifetime JP3431766B2 (en) | 1996-07-30 | 1996-07-30 | Cutting method for shear of section steel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3431766B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120269055A (en) * | 2025-06-11 | 2025-07-08 | 江苏方圆型钢有限公司 | Shearing machine for H-shaped steel processing |
-
1996
- 1996-07-30 JP JP20036096A patent/JP3431766B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH1043929A (en) | 1998-02-17 |
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