JPH08118010A - Manufacture of medium and small welded shape using large i-beam manufacturing equipment - Google Patents

Manufacture of medium and small welded shape using large i-beam manufacturing equipment

Info

Publication number
JPH08118010A
JPH08118010A JP28243194A JP28243194A JPH08118010A JP H08118010 A JPH08118010 A JP H08118010A JP 28243194 A JP28243194 A JP 28243194A JP 28243194 A JP28243194 A JP 28243194A JP H08118010 A JPH08118010 A JP H08118010A
Authority
JP
Japan
Prior art keywords
steel
cutting
web
welded
web material
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.)
Withdrawn
Application number
JP28243194A
Other languages
Japanese (ja)
Inventor
Yuji Otomo
雄二 大友
Nobuo Sekiguchi
信雄 関口
Koichiro Ono
幸一郎 小野
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
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP28243194A priority Critical patent/JPH08118010A/en
Publication of JPH08118010A publication Critical patent/JPH08118010A/en
Withdrawn legal-status Critical Current

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Abstract

PURPOSE: To efficiently manufacture a medium or small welded shape whose size is deviated from the manufacturable range of a manufacturing equipment using a large I-beam manufacturing equipment. CONSTITUTION: In a manufacturing method of a welded shape, a flange member 3 is assembled on each side of a web 1 using an I-beam manufacturing equipment 10 and welded to manufacture a large I-shape by using a steel plate having cut slit therein where a partially cut-and-left part is provided on the cutting line of the web 1 whose width is in the manufacturable range of the large I-beam manufacturing equipment 10. Then, a medium or small welded shape is manufactured by using the large I-beam manufacturing equipment where the flanges 3, 3 of a plurality of T-shapes obtained by cutting the cut-and-left part of the web 1 are restricted to each other in a back-to-back manner to be integrated, and another flange 3 is assembled to the end of the web 1 and welded to the web 1, and restriction of the flanges 3, 3 which are restricted to each other in a back-to-back manner is released and separated.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、橋梁、建築鉄骨および
造船等の鋼構造物の桁、梁、柱および横リブ、ダイヤフ
ラム等の溶接型鋼を製造する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing welded steel such as girders, beams, columns and lateral ribs, diaphragms and the like of steel structures such as bridges, building steel frames and shipbuilding.

【0002】[0002]

【従来の技術】橋梁、鉄骨、造船等の鋼構造物を構成す
る部材として使用される溶接I型鋼、H型鋼およびT型
鋼はそれを構成する個々のフランジおよびウェブといっ
た最終部品形状に切断されたものを孔明け、組み立て、
溶接、矯正といった各工程の加工を行い製作されるのが
一般的であった。近年、鋼構造物製作の省力化、コスト
ダウンの要求から、NCガーダラジアルボール盤やI桁
製造装置等の自動化ラインが生産現場に導入されてきて
いる。このような自動化ライン設備は大型の部材の製作
を対象として設計製作されている場合が多いので、中小
型の部材の製作には適していない。例えば、ある「I桁
自動製造装置」の製造可能範囲はフランジ幅200〜8
00mm、ウェブ高1,400〜3,000mmであ
り、それ以下の寸法の中小部材の製作はできなかった。
また、溶接T型鋼の製作においては、溶接による大曲変
形を修正するためにローラー、プレス等の機械あるいは
加熱による矯正工程が必要であった。
2. Description of the Related Art Welded I-section steels, H-section steels and T-section steels used as members constituting steel structures such as bridges, steel frames and shipbuilding are cut into final component shapes such as individual flanges and webs constituting them. Piercing things, assembling,
It was generally manufactured by performing processing in each process such as welding and straightening. In recent years, automation lines such as NC girder radial drilling machines and I-girder manufacturing equipment have been introduced to the production site due to demands for labor saving and cost reduction in manufacturing steel structures. Since such automated line equipment is often designed and manufactured for the production of large-sized members, it is not suitable for the production of small and medium-sized members. For example, the manufacturable range of an "I-digit automatic manufacturing device" is a flange width of 200 to 8
The web size was 00 mm and the web height was 1,400 to 3,000 mm, and it was not possible to manufacture small and medium-sized members having sizes smaller than that.
Further, in the production of the welded T-section steel, a straightening process using a machine such as a roller or a press or heating is necessary in order to correct large bending deformation due to welding.

【0003】[0003]

【発明が解決しようとする課題】溶接型鋼を構成するフ
ランジ、ウェブといった部材は単品では小型軽量で部品
点数が多く、移送、横持ちといった物流作業の効率が悪
いだけだけでなく、部材の在庫管理および物流管理に多
大の手間がかかる。特に橋梁製造工場のように大型部材
と中小型部材が混在している生産工場ではクレーンの能
力、組立加工場のスペースなどは大型部材の荷扱いに合
わせて設定してあるので、小型軽量の部材を扱うことは
非常に効率が悪い。また、小型軽量の部材の孔明け作業
の自動化、NC化は難しく人手に頼らざるを得ないし、
溶接H型鋼、溶接T型鋼の製造を自動化しようとする
と、専用ラインが必要となり、少量多品種の生産には設
備コスト面で不向きであった。また、近年の橋梁の大型
化にともない、生産の主体は鈑桁から箱桁に移行してき
ており、鈑桁の主桁のような大型I型鋼を生産する他、
箱桁の縦桁、横桁、横リブといった中小型鋼の生産性を
上げる必要が生じてきている。さらに、品質面では、部
材組立寸法誤差や溶接型鋼の溶接および切断時の熱によ
る変形を極力抑え、矯正工程を省略化したり簡略化した
方が好ましい。
The members such as flanges and webs that make up welded steel are small and light in weight as a single item and have a large number of parts, which is not only inefficient in logistics work such as transportation and horizontal holding, but also inventory management of the members. And it takes a lot of time and effort for logistics management. Especially in a production factory where large-sized members and small and medium-sized members are mixed, such as a bridge manufacturing factory, the capacity of the crane and the space of the assembly processing site are set according to the handling of large-sized members, so small and lightweight members are used. Dealing with is very inefficient. In addition, it is difficult to automate the drilling work of small and lightweight members and to make NC, and it is necessary to rely on human hands.
When attempting to automate the production of welded H-section steel and welded T-section steel, a dedicated line was required, which was unsuitable in terms of equipment cost for the production of a large amount of small quantities. In addition, with the increase in size of bridges in recent years, the main body of production has shifted from plate girders to box girders, and in addition to producing large I-type steel such as the main girders of plate girders,
It is becoming necessary to improve the productivity of small and medium-sized steel such as box girders, cross girders, and transverse ribs. Further, in terms of quality, it is preferable to minimize member assembly dimensional errors and deformation due to heat during welding and cutting of welded steel, and to omit or simplify the correction process.

【0004】本発明は、このような背景の下になされた
もので、大型のI桁製造装置を用いて、小型の部材およ
び部品が混在して生産されている生産工場で、大型から
中小型の各種、各サイズの溶接型鋼を、所定の品質で効
率よく製造する方法を提供することを目的とする。
The present invention has been made under such a background, and is a production factory where small-sized members and parts are mixed and produced by using a large-sized I-girder manufacturing apparatus. It is an object of the present invention to provide a method for efficiently manufacturing various types and sizes of welded steel with a predetermined quality.

【0005】[0005]

【課題を解決するための手段】本発明は、前記目的を達
成するために、溶接型鋼の製造方法において、大型のI
桁製造装置の製造可能範囲の幅のウェブ材の大板の切断
線上に部分的に切断残し部を設けたスリット切断鋼板を
用いて、前記I桁製造装置を使用してウェブ材の両側に
フランジ材を組み立て溶接して大型のI型鋼を製作した
後、ウェブ材の切断残しを切断することにより得られた
複数のT型鋼のたがいのフランジ材を背中合わせに拘束
して一体と成し、ウェブ材の端部にあらたなフランジ材
を組立ててウェブ材との溶接を行い、しかるのちに背中
合わせに拘束したフランジ材の拘束を解放して分離する
ことを特徴とする大型のI桁製造装置を用いて中小型の
溶接型鋼を製造する方法により構成される。
In order to achieve the above-mentioned object, the present invention provides a method for producing a welded steel in which a large I
Using a slit-cut steel sheet having a partial cutting residue on a cutting line of a large plate of a web material having a width within the manufacturing range of the girder manufacturing apparatus, the I-girder manufacturing apparatus is used to form flanges on both sides of the web material. After the materials are assembled and welded to produce a large I-shaped steel, the flanges of the T-shaped steel pieces obtained by cutting the cutting residue of the web material are bound back-to-back to form an integrated web material. Using a large I-girder manufacturing apparatus, which is characterized by assembling a new flange material at the end of the and welding it with the web material, and then releasing the constraint of the flange material restrained back to back and separating. It is constructed by the method of manufacturing small and medium welded steel.

【0006】また、本発明は、スリット切断を複数列設
けたウェブ材を用いて、前記大型のI桁製造装置を用い
て中小型の溶接型鋼を製造する方法におけると同様の工
程を複数回繰り返し、3本以上の中小型の溶接型鋼を製
造する大型のI桁製造装置を用いて中小型の溶接型鋼を
製造する方法により構成される。
Further, according to the present invention, the same steps as those in the method for producing a medium-small welded steel using the large I-girder producing apparatus are repeated a plurality of times by using a web material provided with a plurality of rows of slit cutting. It is configured by a method of manufacturing a medium-small welded steel using a large-sized I girder manufacturing apparatus for manufacturing three or more small-medium welded steels.

【0007】[0007]

【作用】本発明では、溶接型鋼の構成部材であるウェブ
材にあらかじめ最終的に得ようとする製品のウェブ高の
寸法で長手方向に単数又は複数の切断スリットを入れた
大板を用いる。この大板の幅は大型のI桁製造装置の製
造可能範囲(B1 〜B2)にする必要がある。ウェブ材
にあらかじめ切断スリットを設ける理由は、型鋼製作時
に短時間に切断でき、また切断時の大曲り変形の防止
と、型鋼製作時の形状保持およびNCボール盤を用いる
場合ワークの固定を不要又は容易にするためである。ス
リット切断は自動ガス切断やプラズマ切断およびカッタ
ー切断などにより行い、図4に示すように、切断スリッ
ト2の切断形状は断続的にスリット切断部S1 と切残し
部S2 を交互に形成するようにする。このスリット切断
長は大板のハンドリングや反転時に変形しないように定
める必要がある。型鋼の製作は前記スリット切断された
大板のウェブ材を大型のI桁製造装置にセットし、両側
にフランジ材を組立・溶接してまず大型のI型鋼を製作
した後、切断スリットの切残し部を切離し、2本のT型
鋼を得る。なお、フランジ材は所定サイズの切板をいか
なる手段で製作してもよいが、図7(a)に示すように
前記ウェブ材と同様に大板をスリット切断したものを用
いると、NCボール盤の作業が容易となり、また切断に
よる大曲りを防止できる。
According to the present invention, a large plate having a web material, which is a constituent member of welded steel, is provided with a single or a plurality of cutting slits in the longitudinal direction at the web height of the product to be finally obtained. The width of this large plate needs to be within the manufacturable range (B 1 to B 2 ) of a large I-digit manufacturing apparatus. The reason for providing the cutting slit in the web material beforehand is that it is possible to cut in a short time when manufacturing the mold steel, prevent large bending deformation at the time of cutting, maintain the shape when manufacturing the mold steel and fix the work when using the NC drilling machine. This is because Slit cutting is performed by automatic gas cutting, plasma cutting, cutter cutting, or the like, and as shown in FIG. 4, the cutting shape of the cutting slit 2 is such that slit cutting portions S 1 and uncut portions S 2 are alternately formed. To It is necessary to determine the slit cutting length so as not to deform when handling or inverting the large plate. The shape steel is manufactured by setting the large-sized slit-cut web material in a large I-girder manufacturing apparatus, assembling and welding flange materials on both sides to first manufacture a large I-shape steel, and then leaving a cutting slit left uncut. The parts are separated and two T-section steels are obtained. The flange material may be a cut plate of a predetermined size manufactured by any means. However, as shown in FIG. 7 (a), when a large plate is slit-cut like the web material, an NC drilling machine of the NC drilling machine is used. Work becomes easy and large bending due to cutting can be prevented.

【0008】前記2本のT型鋼はフランジ同士を背中合
わせにしてボルトナットや万力等の拘束治具で拘束した
状態でI桁製造装置にセットし、ウェブ材の両端にフラ
ンジ材を組立・溶接することにより前記の大型型鋼より
小さい2体の溶接型鋼を得ることができる。得られる溶
接型鋼はウェブ材の中心に切断スリットを設けた場合は
最初に製作した大型型鋼の1/2のウェブ高の中型型鋼
となる。ウェブ材に複数の切断スリットを設けておけ
ば、同様の工程を繰り返して更に小型の型鋼を得ること
ができる。例えば、同じ幅で3本の切断スリットを設け
たものからは最初の大型型鋼の1/4のウェブ高の型鋼
が4本製作できる。なお、最終製品がT型鋼の場合は前
記工程においてフランジ材の組立・溶接を行わない状態
で取り出せばよい。以上説明したように、本発明では、
大型のI桁製造装置の製造可能範囲の幅の大板に最終ウ
ェブ高の寸法で切断スリットを設けたもので、大型の型
鋼を製作し、これを分割した後、再度フランジ材を背中
合わせに拘束して型鋼を製作するようにしているので、
製作時の幅は変わらないため、製造可能範囲より小さい
型鋼を大型のI桁製造装置で製作できる。
The two T-section steels are set in the I-girder manufacturing apparatus in a state where the flanges are back to back and restrained by a restraining jig such as a bolt nut or a vise, and the flange materials are assembled and welded at both ends of the web material. By doing so, it is possible to obtain two weld type steels smaller than the above-mentioned large type steel. When the cutting slit is provided at the center of the web material, the obtained welded steel becomes a medium-sized steel having a web height of 1/2 of that of the large-sized steel initially produced. If the web material is provided with a plurality of cutting slits, the same steps can be repeated to obtain a smaller die steel. For example, from the one provided with three cutting slits having the same width, four shaped steels having a web height of 1/4 of the first large shaped steel can be manufactured. When the final product is T-section steel, it may be taken out without assembling and welding the flange material in the above process. As described above, in the present invention,
A large I-shaped girder manufacturing machine with a large width plate within the manufacturable range provided with cutting slits at the dimensions of the final web height. After manufacturing a large model steel, dividing it and restraining the flange materials back to back again. Since I am trying to make a model steel,
Since the width at the time of manufacturing does not change, it is possible to manufacture a die steel smaller than the manufacturable range with a large I-girder manufacturing apparatus.

【0009】[0009]

【実施例】本発明の実施例を図面を参照して説明する。
図1は大型のI桁製造装置を用いて本発明に係わる溶接
型鋼を製作している様子を示したものである。図2、図
3はI桁自動製造ライン11とI桁の製造プロセスであ
る。図4、図5は本発明の第1実施例で大型のI桁製造
装置を用いて、同じウェブ高さの4体の小型のI桁溶接
型鋼を製造したものである。本実施例に用いた大型のI
桁製造装置は図1に示すようにフランジ把持押圧装置1
2、移送ローラ18と仮付溶接機13を搭載した走行装
置からなる架台14a、14b相対向させて左右に配設
し、片側の架台を固定とし、他方を左右方向に移動可能
とし、上記2組のフランジ把持押圧装置12はシリンダ
装置19により互いに外側に90度旋回可能とするとと
もに、移送ローラ18を走行可能にそれぞれ載置し、固
定架台14aと可動架台14bとにそれぞれフランジ材
3を載置し、それぞれのフランジ材3をクランプして芯
出しをした後、ウェブ材1の幅Bに合わせ可動架台14
bを移動させ、移動ローラ18にウエブ材1を載置した
後、それぞれの架台を90度起立させる。次いで、それ
ぞれのフランジ材3の後方からシリンダ装置によって押
圧してフランジ材3をウェブ材1に圧着させた後、ウェ
ブ材1とそれぞれのフランジ材3との下方交差部を溶接
装置13によって、上向きすみ肉溶接を所定箇所行って
仮付け溶接を終了する(図3(a))。次いで、それぞ
れの架台14a、14bのシリンダーおよびクランプ等
を開放した後、組立て終了した型鋼を本溶接装置15へ
移送ローラ18を駆動して移送し、ウェブ材1とフラン
ジ材3の上側溶接(図3(b))を行った後、反転装置
16で反転し(図3(c))、再度本溶接装置15に移
送し前記反転後の姿勢での上側の溶接を行い(図3
(b)参照)、矯正機17にてフランジ材3とウェブ材
1の角変形を矯正する(図3(d))。図3(a)〜
(d)は上記工程を図示したものである。
An embodiment of the present invention will be described with reference to the drawings.
FIG. 1 shows a state in which a welding type steel according to the present invention is manufactured by using a large I-girder manufacturing apparatus. 2 and 3 show the I-digit automatic manufacturing line 11 and the I-digit manufacturing process. FIGS. 4 and 5 show four small I-girder welded steels having the same web height, which are manufactured by using the large I-girder manufacturing apparatus according to the first embodiment of the present invention. The large I used in this example
As shown in FIG. 1, the girder manufacturing apparatus is a flange gripping pressing device 1
2. The pedestals 14a and 14b composed of a traveling device equipped with the transfer roller 18 and the tack welder 13 are arranged on opposite sides of each other, and one pedestal is fixed and the other is movable in the left-right direction. The pair of flange gripping and pressing devices 12 can be rotated 90 degrees to each other by a cylinder device 19, and transfer rollers 18 are movably mounted on the fixed mounts 14a and movable mounts 14b. The flanges 3 are clamped and centered by each, and then the movable base 14 is adjusted to the width B of the web 1.
After moving b and placing the web material 1 on the moving roller 18, the respective pedestals are erected 90 degrees. Next, after pressing the flange member 3 from the rear of each flange member 3 by a cylinder device to crimp the flange member 3 to the web member 1, the downward intersection of the web member 1 and each flange member 3 is turned upward by the welding device 13. Fillet welding is performed at a predetermined position and the tack welding is completed (FIG. 3A). Next, after opening the cylinders and clamps of the respective pedestals 14a and 14b, the assembled steel mold is transferred to the main welding device 15 by driving the transfer roller 18, and the upper welding of the web material 1 and the flange material 3 (Fig. 3 (b)), after being reversed by the reversing device 16 (FIG. 3 (c)), it is transferred to the main welding device 15 again and the upper welding is performed in the posture after the reversal (FIG. 3).
(See (b)), and the straightening machine 17 corrects the angular deformation of the flange material 3 and the web material 1 (FIG. 3D). Fig.3 (a)-
(D) illustrates the above process.

【0010】このI桁製造装置10のI桁製造可能範囲
はフランジ幅200〜800mm、ウェブ高1,400
〜3,000mm、部材長5m〜20mとなっている。
この大型のI桁製造装置10を用いて、フランジ幅30
0mm、ウェブ高500mm、長さ11mのI型溶接型
鋼6を製造する第1実施例について説明する。この型鋼
はウェブ高がI桁製造装置10の製造可能範囲の最小ウ
ェブ高B1 1400mmを大きく下廻りこのままでは本
装置が使用できない。そこで、図4(a)に示すよう
に、幅B2,000mm、長さ11mの大板に最終製品
のウェブ高の寸法である1/4幅Bの500mmピッチ
で3本の切断スリット2を入れたウェブ材1を用いて製
作した。(なお、切断スリットピッチは正確には切断時
の切代を考慮する必要がある。) 切断スリット2は自動走行式のプラズマ切断器を用いて
切断部S1 800mm、切残し部S2 200mmを交互
に繰り返す断続スリットとした。この切断スリット2の
切断長S1 は大板のハンドリング、反転時に変形して損
壊しないように板厚に応じて強度計算を行って定める必
要がある。この実施例では大板の端部をハッカー吊りす
る比較的曲げ応力面で不利なハンドリング法を採用した
ため切断部S1 が短いが、マグネットリフティングによ
るハンドリング法を採用すると、切断部S1 をもっと長
くすることができる。
The I-girder manufacturing apparatus 10 can manufacture the I-girder with a flange width of 200 to 800 mm and a web height of 1,400.
˜3,000 mm, member length 5 m to 20 m.
Using this large-scale I girder manufacturing apparatus 10, the flange width 30
A first example of manufacturing the I-type welded steel 6 having a length of 0 mm, a web height of 500 mm and a length of 11 m will be described. This type steel has a web height much lower than the minimum web height B 1 of 1400 mm which can be manufactured by the I-beam manufacturing apparatus 10, and the apparatus cannot be used as it is. Therefore, as shown in FIG. 4 (a), three cutting slits 2 are inserted into a large plate having a width B of 2,000 mm and a length of 11 m at a 500 mm pitch of 1/4 width B, which is the dimension of the web height of the final product. It was manufactured using the web material 1. (Note that the cutting slit pitch must accurately take into consideration the cutting margin at the time of cutting.) The cutting slit 2 uses a plasma cutting machine of an automatic traveling type to cut a cutting portion S 1 800 mm and an uncut portion S 2 200 mm. Intermittent slits that repeat alternately. The cutting length S 1 of the cutting slit 2 needs to be determined by carrying out strength calculation according to the plate thickness so as not to be deformed and damaged during handling and inversion of a large plate. Although short cuts S 1 for employing the adverse handling method at relatively bending stress plane for hanging hacker the ends of the large plate in this embodiment, when employing the handling method by the magnet lifting, longer cut portion S 1 can do.

【0011】図5(a)〜(i)は前記大型のI桁製造
装置10にスリット切断したウェブ材1をセットしてI
型鋼6を製造する工程を示したものである。 (a)まず切断スリット2を設けた大板のウェブ材1を
移送ローラ18上にセットし、定尺切断加工されたフラ
ンジ材3をウェブ材1の左右の両端に圧着させた後仮付
溶接して大型のI型鋼(ウェブ高2,000mm)を製
作する(図5(a))。 (b)次に中央の切断スリット2の切残し部S2 をガス
切断器やプラズマ切断器で切断し2本のT型鋼7aに分
割する(図5(b))。 (c)分割した2体のT型鋼7aのフランジ材3を背中
合わせにして、図6(a)又は(b)に示すようなボル
トナットや万力等の拘束治具4を用いて拘束する(図5
(c))。(ボルトナットはフランジ3材にボルト穴が
明けられている場合適用できる。) (d)それぞれのT型鋼7aのウェブ材1端にフランジ
材3を圧着させ仮付溶接して前記大型のI型鋼の1/2
のウェブ高(1,000mm)のI型鋼を得る(図5
(d))。 (e)次の左又は右のいずれか(実施例では左)の切断
スリット2の切残し部S2 を切断し、ウェブ幅1/4B
のT型鋼7b2体を得る。このうち1体は切り離される
(図5(e))。 (f)次に、2体の分離されたT型鋼7bのうち切り離
された方のT型鋼を反対方向(右)に移動し、左に移動
したI型鋼にフランジ材3を背中合わせに拘束し、2体
のT型鋼7bのウェブ材1端にフランジ材3を圧着して
仮付溶接する(図5(f))。 (g)次に、残りの切断スリット2(中央位置)の切残
し部S2 を切断し(図5(g)、 (h)ウェブ幅1/4BのI型鋼とT型鋼7bをフラン
ジ材3で拘束したものを左右入れかえてT型鋼のウェブ
材1端が外側に位置するようにした後、フランジ材3を
背中合わせに拘束してウェブ材1端にフランジ材3を圧
着仮付する(図5(h))。 (i)最後に各フランジ材3を背中合わせに拘束してい
る拘束材4を除去すると最初の大型のI型鋼(ウェブ高
2000mm)の1/4(ウェブ高500mm)のサイ
ズの4本のI型鋼6を得ることができる(図5
(i))。 このようにして製作したI型鋼6はI桁自動製造ライン
11へ移送ローラー12で送られ本溶接、反転、矯正さ
れて製品となる。なお、前記工程において(d)、
(f)、(h)の仮付溶接したI型鋼をI桁自動製造ラ
イン11に送り、製品化した後、元のI桁製造装置10
に戻してもよい。
FIGS. 5 (a) to 5 (i) show a case where the slit-cut web material 1 is set on the large-scale I-girder manufacturing apparatus 10.
It shows a process of manufacturing the shaped steel 6. (A) First, the large plate web material 1 provided with the cutting slits 2 is set on the transfer roller 18, and the flange material 3 subjected to the standard length cutting is pressure-bonded to the left and right ends of the web material 1 and then tack welding is performed. Then, a large type I steel (web height of 2,000 mm) is manufactured (FIG. 5A). (B) then the uncut portion S 2 of the central cutting slits 2 is divided into two T-section steel 7a along a gas cutter or a plasma cutter (Figure 5 (b)). (C) The divided two flange members 3 of the T-shaped steel 7a are back-to-back and restrained by using a restraint jig 4 such as a bolt nut or a vise as shown in FIG. 6 (a) or (b) ( Figure 5
(C)). (A bolt nut can be applied when a bolt hole is formed in the flange 3 material.) (D) The flange material 3 is pressure-bonded to one end of the web material of each T-shaped steel 7a and temporarily welded to the large I-shaped steel. 1/2 of
A type I steel with a web height of 1,000 mm (Fig. 5) is obtained.
(D)). (E) Cut the uncut portion S 2 of the next left or right (left in the embodiment) cutting slit 2 to obtain a web width of 1 / 4B.
A T-shaped steel 7b2 body is obtained. One of them is cut off (FIG. 5 (e)). (F) Next, the separated T-section steel of the two separated T-section steels 7b is moved in the opposite direction (right), and the flange member 3 is restrained back to back to the I-section steel moved to the left, The flange material 3 is pressure-bonded to the end of the web material 1 of the two T-shaped steels 7b and tack-welded (FIG. 5 (f)). (G) Next, the uncut portion S 2 of the remaining cutting slit 2 (center position) is cut (FIG. 5 (g), (h) I-shaped steel and T-shaped steel 7b having a web width of 1 / 4B are used as the flange material 3 After replacing the one restrained by the right and left so that one end of the T-shaped steel web material is located outside, the flange material 3 is restrained back-to-back and the flange material 3 is temporarily attached to the one end of the web material by pressing (FIG. 5). (H)) (i) Finally, when the restraint members 4 restraining the flange members 3 back to back are removed, the size of the first large I-shaped steel (web height 2000 mm) is ¼ (web height 500 mm). Four I-type steels 6 can be obtained (Fig. 5
(I)). The I-shaped steel 6 manufactured in this manner is sent to the I-girder automatic production line 11 by the transfer roller 12 and is main-welded, inverted, and straightened to be a product. In the step (d),
After sending the temporarily welded I-shaped steels of (f) and (h) to the I-girder automatic manufacturing line 11 and commercializing them, the original I-girder manufacturing apparatus 10
May be returned to.

【0012】図7(a)〜(f)は本発明の第2実施例
で、異種サイズのI型鋼を製作した例である。本発明に
よれば、ウェブ材1に設ける切断スリット2は最終的に
得られる製品のウェブ高の幅とする。この幅は任意に選
択することができ、例えば第2実施例に示すようにI型
製造装置の製造可能範囲の幅Bとしたウェブ材1の大板
に1/2B、1/4B、1/8B幅の切断スリット2を
設けておけば、それぞれ図7(c)、図7(d)、図7
(e)、図7(f)のI型鋼を得ることができる。ま
た、フランジ材3は別の工場で機械切断等により所定寸
法にしたものを使用することができるが、図7(a)に
示すような、大板に切断スリット2を設けたものを使用
するとNCボール盤でボルト穴5を穴明けする際、固定
が容易となる。以下、本発明の第2実施例の製作手順と
得られた精度について説明する。図7(a)はフランジ
材用の鋼板のスリット切断を示す図である。このスリッ
ト切断線5本をもつ板厚9mm、長さ11,100m
m、幅1,750mmの鋼板3aから長さ11,000
mm、幅250mmの6枚のフランジ材3が切り出され
る。また、このスリット切断鋼板3aの両端と中央には
NCガーダラジアルボール盤で24.5mm径のボルト
穴5が48個と26.5mm径のボルト穴5が128個
が明けられた後、中央の切断残し部と両端を切断してフ
ランジ材3としての最終部品形状とした。また、図7
(b)はウェブ材用のスリット切断鋼板を示す図であ
る。この切断線3本をもつ板厚12mm、長さ11,0
00mm、幅B2,812mmの鋼線1aの両端と中央
にはNCガーダラジアルボール盤で24.5mm径のボ
ルト穴5が32個明けられた。このウェブ材1は前記I
桁製造装置10の固定架台14aと移動架台14bの移
送ローラ18上に水平にセットされ、図3に示すよう
に、2枚のフランジ材3が組立仮付けされてI型の形
状にされて、本溶接機15まで搬送されウェブ材1と
フランジ材3の溶接が両側同時になされ、さらに反転
されて、裏面も同様に溶接された後、矯正機17に
よりフランジ材3の溶接による角変形が矯正された。こ
の工程中においてI型鋼は中央のスリット切断線2で切
断され、2本のウェブ高(1/2B)1,400mmの
T型鋼が製作された。この2体のT型鋼を用いて、おた
がいのフランジ材3を背中合わせにし、フランジ材3同
士を拘束して一体と成し、これをウェブ材と見立てて、
再度I桁製造装置10を通すことによって、ウェブ高
1,400mmのI型鋼の2本のI型鋼(図7(c))
を同時に製作した。このI型鋼の大曲り(長手直角方向
の曲り)は部材長11mに対して2mm以下であった。
次に、ウェブ材にスリットがあるI型鋼を2本のウェブ
高700mmのT型鋼に分割した。このときの大曲りは
部材長5.5mに対して2mmであった。
FIGS. 7A to 7F show a second embodiment of the present invention, which is an example in which I-shaped steels of different sizes are manufactured. According to the invention, the cutting slits 2 provided in the web material 1 have the width of the web height of the finally obtained product. This width can be selected arbitrarily. For example, as shown in the second embodiment, 1 / 2B, 1 / 4B, 1 / B for the large plate of the web material 1 having the width B within the manufacturable range of the I-type manufacturing apparatus. If the cutting slit 2 having a width of 8B is provided, the cutting slits 2 shown in FIG. 7C, FIG.
(E), I type steel of FIG.7 (f) can be obtained. Further, as the flange material 3, it is possible to use one having a predetermined size by mechanical cutting or the like in another factory, but when using a large plate provided with the cutting slit 2 as shown in FIG. When drilling the bolt holes 5 with the NC drilling machine, the fixing becomes easy. The manufacturing procedure and the obtained accuracy of the second embodiment of the present invention will be described below. FIG. 7A is a diagram showing slit cutting of a steel plate for a flange material. Plate thickness 9mm, length 11,100m with 5 slit cutting lines
m, width 1750 mm, steel plate 3a to length 11,000
Six flange materials 3 having a width of 250 mm and a width of 250 mm are cut out. In addition, NC girder radial drilling machine drilled 48 bolt holes 5 having a diameter of 24.5 mm and 128 bolt holes 5 having a diameter of 26.5 mm at both ends and the center of the slit-cut steel plate 3a, and then cut the center. The remaining part and both ends were cut into the final part shape as the flange material 3. Also, FIG.
(B) is a figure which shows the slit cutting steel plate for web materials. Plate thickness 12 mm, length 11,0 with 3 cutting lines
Thirty-two bolt holes 5 having a diameter of 24.5 mm were drilled by an NC girder radial drilling machine at both ends and the center of a steel wire 1a having a width of 00 mm and a width of B2,812 mm. This web material 1 is I
Horizontally set on the transfer rollers 18 of the fixed base 14a and the movable base 14b of the girder manufacturing apparatus 10, and as shown in FIG. 3, the two flange members 3 are temporarily assembled and formed into an I-shape. After being conveyed to the main welding machine 15, the web material 1 and the flange material 3 are welded at the same time on both sides, further reversed, and the back surface is similarly welded, and then the straightening machine 17 corrects the angular deformation due to the welding of the flange material 3. It was During this process, the I-shaped steel was cut along the slit cutting line 2 at the center, and two T-shaped steels with a web height (1 / 2B) of 1,400 mm were manufactured. Using these two T-shaped steels, the flange members 3 of each other are back-to-back, the flange members 3 are constrained to be integrated, and this is regarded as a web member,
By passing through the I-girder manufacturing apparatus 10 again, two I-shaped steels having a web height of 1,400 mm (Fig. 7 (c))
Was made at the same time. The large bend (bend in the direction perpendicular to the longitudinal direction) of this I-type steel was 2 mm or less with respect to the member length of 11 m.
Next, the I-shaped steel having slits in the web material was divided into two T-shaped steels having a web height of 700 mm. The large bend at this time was 2 mm with respect to the member length of 5.5 m.

【0013】この2本のT型鋼のフランジ材を前記ウェ
ブ高1400mmのI型鋼のフランジ材に背中合わせに
拘束して一体と成し、前記のI桁製造装置10を使用し
て、そのT型鋼の外側のウェブ材端にあらたなフランジ
材を組立てて、溶接を行った後、内側のフランジ材の拘
束を解放して分離し、ウェブ高(1/4B)700mm
のI型鋼(図7(d))を製作した。このI型鋼の大曲
りは部材長11mmに対して2mm以下であった。さら
に、このI型鋼をウェブ材のスリット位置でI型鋼を2
本のウェブ高(1/8B)350mmのT型鋼に分割
し、上記と同一の方法で組立、溶接を行うことにより、
ウェブ高350mmのI型鋼(図7(e)、図7
(f))を製作した。このI型鋼の大曲りは部材長5.
5mに対して最大3mmであった。これらの部材は圧縮
材とした場合の大曲りに対する許容値は道路橋示方書で
1/1,000(L:部材長)以下と定められており、
この許容値内に入り充分な精度を有し、大曲りの矯正の
必要がなかった。また、フランジの直角度(フランジと
ウェブの交角)は1.5mm/250mm以下であり、
同許容値b/200(b:フランジ幅)内に入り、良好
であった。
The two flange members made of T-shaped steel are integrated with the flange members made of I-shaped steel having a web height of 1400 mm by back-to-back restraining them together, and the I-shaped girder manufacturing apparatus 10 is used. After assembling a new flange material on the end of the outer web material and welding, release the restraint of the inner flange material and separate it, web height (1 / 4B) 700 mm
Type I steel (FIG. 7D) was manufactured. The large bend of this type I steel was 2 mm or less with respect to the member length of 11 mm. Furthermore, this I-type steel is cut into two pieces at the slit position of the web material.
By dividing into a T-shaped steel with a book web height (1 / 8B) of 350 mm, and assembling and welding in the same manner as above,
I-type steel with a web height of 350 mm (Fig. 7 (e), Fig. 7)
(F)) was manufactured. The large bend of this I-type steel has a member length of 5.
The maximum was 3 mm for 5 m. The allowable values for large bends when these members are compressed are specified in the Road Bridge Specification as 1/1000 (L: member length) or less,
It was within this allowable value, had sufficient accuracy, and did not require correction of large bends. Further, the squareness of the flange (the angle between the flange and the web) is 1.5 mm / 250 mm or less,
The value was within the allowable value b / 200 (b: flange width) and was good.

【0014】図8(a)〜(d)は本発明の第3実施例
でI型鋼、T型鋼、切欠き付T型鋼を製作した例であ
る。この実施例は1枚のウェブ材1の大板(幅B)にあ
らかじめ2/7B、1/7Bの切断スリット2を4枚入
れておき、このうち1本の切断スリットは6角形の切欠
き孔9を横断するようにしている。本発明の方法によ
り、このウェブ材1を用い、図8(b)、図8(c)、
図8(d)に示す如くI型鋼、切欠き付T型鋼、T型鋼
を得ることができる。切欠き付T型鋼(図8(c))お
よびT型鋼(図8(d))は前述のI型鋼製作工程にお
けるフランジの溶接前に取出せばよい。
FIGS. 8 (a) to 8 (d) are examples in which I type steel, T type steel, and T type steel with notch are manufactured in the third embodiment of the present invention. In this embodiment, four cutting slits 2 of 2 / 7B and 1 / 7B are previously put in a large plate (width B) of one web material 1, and one cutting slit is a hexagonal notch. The hole 9 is crossed. According to the method of the present invention, using this web material 1, FIG. 8 (b), FIG. 8 (c),
As shown in FIG. 8 (d), I-type steel, notched T-type steel, and T-type steel can be obtained. The notched T-section steel (Fig. 8 (c)) and T-section steel (Fig. 8 (d)) may be taken out before welding the flange in the above-mentioned I-section steel manufacturing process.

【0015】[0015]

【発明の効果】本発明の型鋼製造装置方法によれば、大
型のI桁製造装置を用いて製造可能範囲から外れた中小
型の溶接型鋼を効率よく製造することが可能となり、大
型型鋼から中小型の型鋼製品を混在して生産する工場に
おいて、製造設備を有効活用でき、設備コストを低減す
ることができる。また、あらかじめのウェブ材に最終的
に得ようとする製品のウェブ高の幅で長手方向に断続的
に切断スリットを設けておき、型鋼製作時に切残し部を
切断するようにしているため、切断時の大曲り等の変形
が生じにくく、矯正作業を省略又は簡略化できるととも
に任意サイズのI型鋼、CT型鋼、切欠き付型鋼、H型
鋼を容易に製作できる等の効果がある。
EFFECTS OF THE INVENTION According to the method for manufacturing a die steel of the present invention, it becomes possible to efficiently produce a small-to-medium-sized welded die steel which is out of the manufacturable range by using a large-sized I-beam producing equipment. It is possible to effectively utilize the manufacturing equipment and reduce the equipment cost in a factory that mixes and manufactures small die steel products. In addition, cutting slits are provided intermittently in the longitudinal direction in the width of the web height of the product to be finally obtained on the web material in advance, and the uncut portion is cut at the time of manufacturing the shape steel, so the cutting is performed. Deformation such as large bending at the time hardly occurs, and the correction work can be omitted or simplified, and I size steel, CT type steel, notched type steel, H type steel of any size can be easily manufactured.

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

【図1】本発明の実施例で大型のI桁製造装置で中小型
鋼を製作している状況図である。
FIG. 1 is a diagram showing a situation in which medium- and small-sized steel is manufactured by a large I-girder manufacturing apparatus according to an embodiment of the present invention.

【図2】I桁自動製造ライン全体構成図である。FIG. 2 is an overall configuration diagram of an I-digit automatic production line.

【図3】I桁の製造プロセスを示す図である。FIG. 3 is a diagram showing an I-digit manufacturing process.

【図4】本発明の係わるウェブ材の切断スリットを示す
図である。
FIG. 4 is a view showing a cutting slit of the web material according to the present invention.

【図5】本発明の第1実施例で大型のI桁製造装置を用
いて4体の中小型I型鋼を製作した例の工程図である。
FIG. 5 is a process drawing of an example in which four medium- and small-sized I-type steels are manufactured by using the large-sized I-girder manufacturing apparatus in the first embodiment of the present invention.

【図6】フランジの拘束材の例を示す図である。FIG. 6 is a diagram showing an example of a flange restraint member.

【図7】本発明の第2実施例で異種サイズのI型鋼の製
作例を示す図である。
FIG. 7 is a view showing an example of manufacturing I-shaped steels of different sizes in the second embodiment of the present invention.

【図8】本発明の第3実施例でI型鋼、T型鋼、切欠き
付型鋼の製作例を示す図である。
FIG. 8 is a view showing an example of manufacturing I type steel, T type steel, and notched type steel in the third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 ウェブ材 2 切断スリット 3 フランジ材 4 拘束治具 5 ボルト穴 6 I型鋼 7 T型鋼 8 切欠きT型鋼 9 切欠き孔 10 I桁製造装置 11 I桁自動製造ライン 15 本溶接装置 16 反転機 17 矯正機 18 移送ローラ 19 シリンダ装置 1 web material 2 cutting slit 3 flange material 4 restraint jig 5 bolt hole 6 I-shaped steel 7 T-shaped steel 8 notched T-shaped steel 9 notched hole 10 I-figure manufacturing device 11 I-figure automatic production line 15 main welding device 16 reversing machine 17 Straightener 18 Transfer roller 19 Cylinder device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 溶接型鋼の製造方法において、大型のI
桁製造装置の製造可能範囲の幅のウェブ材の大板の切断
線上に部分的に切断残し部を設けたスリット切断鋼板を
用いて、前記I桁製造装置を使用してウェブ材の両側に
フランジ材を組み立て溶接して大型のI型鋼を製作した
後、ウェブ材の切断残しを切断することにより得られた
複数のT型鋼のたがいのフランジ材を背中合わせに拘束
して一体と成し、ウェブ材の端部にあらたなフランジ材
を組立ててウェブ材との溶接を行い、しかるのちに背中
合わせに拘束したフランジ材の拘束を解放して分離する
ことを特徴とする大型のI桁製造装置を用いて中小型の
溶接型鋼を製造する方法。
1. A method for producing welded steel, wherein a large I
Using a slit-cut steel sheet having a partial cutting residue on a cutting line of a large plate of a web material having a width within the manufacturing range of the girder manufacturing apparatus, the I-girder manufacturing apparatus is used to form flanges on both sides of the web material. After the materials are assembled and welded to produce a large I-shaped steel, the flanges of the T-shaped steel pieces obtained by cutting the cutting residue of the web material are bound back-to-back to form an integrated web material. Using a large I-girder manufacturing apparatus, which is characterized by assembling a new flange material at the end of the and welding it with the web material, and then releasing the constraint of the flange material restrained back to back and separating. Method for manufacturing small and medium welded steel.
【請求項2】 大板のウェブ材に、最終的に得ようとす
る型鋼のウェブ高の幅で複数列の切断スリットを設けて
おき、請求項1記載の工程を繰り返して3体以上の中小
型の溶接型鋼を製造することを特徴とする大型のI桁製
造装置を用いて中小型の溶接型鋼を製造する方法。
2. A large plate of web material is provided with a plurality of rows of cutting slits having a width of the web height of the shaped steel to be finally obtained, and the process according to claim 1 is repeated to obtain three or more bodies. A method for producing a medium- or small-sized welding type steel using a large-sized I-girder producing apparatus characterized by producing a small welding type steel.
JP28243194A 1994-10-24 1994-10-24 Manufacture of medium and small welded shape using large i-beam manufacturing equipment Withdrawn JPH08118010A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28243194A JPH08118010A (en) 1994-10-24 1994-10-24 Manufacture of medium and small welded shape using large i-beam manufacturing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28243194A JPH08118010A (en) 1994-10-24 1994-10-24 Manufacture of medium and small welded shape using large i-beam manufacturing equipment

Publications (1)

Publication Number Publication Date
JPH08118010A true JPH08118010A (en) 1996-05-14

Family

ID=17652331

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28243194A Withdrawn JPH08118010A (en) 1994-10-24 1994-10-24 Manufacture of medium and small welded shape using large i-beam manufacturing equipment

Country Status (1)

Country Link
JP (1) JPH08118010A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102259245A (en) * 2011-02-23 2011-11-30 山东华兴机械股份有限公司 Device for conveying welded steel plate of H-shaped steel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102259245A (en) * 2011-02-23 2011-11-30 山东华兴机械股份有限公司 Device for conveying welded steel plate of H-shaped steel

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