JPH10252217A - Transformed shape steel - Google Patents

Transformed shape steel

Info

Publication number
JPH10252217A
JPH10252217A JP10237797A JP10237797A JPH10252217A JP H10252217 A JPH10252217 A JP H10252217A JP 10237797 A JP10237797 A JP 10237797A JP 10237797 A JP10237797 A JP 10237797A JP H10252217 A JPH10252217 A JP H10252217A
Authority
JP
Japan
Prior art keywords
steel
shape
shape steel
cut
web
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.)
Pending
Application number
JP10237797A
Other languages
Japanese (ja)
Inventor
Hideo Kuwayama
秀夫 桑山
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10237797A priority Critical patent/JPH10252217A/en
Publication of JPH10252217A publication Critical patent/JPH10252217A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/083Honeycomb girders; Girders with apertured solid web
    • E04C3/086Honeycomb girders; Girders with apertured solid web of the castellated type

Abstract

PROBLEM TO BE SOLVED: To obtain a transformed shape steel, which is various in size and shape and which is hardly affected by a weight increase or cost increase, by using the shape steel, only the standardized one of which has been available heretofore. SOLUTION: The web parts of two pieces of shape steel are cut into two, upper and lower parts and in any similar shapes. The upper cut part 11 of one piece and the lower cut part 12 of the other piece are made to abut each other in the web part 9 cut before. The abutted part 10 is welded in order to regenerate two piecdes of shape steel with the web pierced with holes.

Description

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

【0001】〔産業上の利用分野〕本発明は、市販の定
尺・定格品である型鋼を用い、寸法・形状を変形させた
型鋼を得るための製造法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a manufacturing method for obtaining a shaped steel having a dimension and a shape which is deformed by using a commercially available fixed length and rated shaped steel.

【0002】〔従来の技術〕鋼材として市販されている
型鋼としては、H型鋼、L型鋼、T型鋼或は鋼矢板等種
々のものが存在するが、その何れもが製造工場におい
て、大型のビレツト等から圧延機を通して所望の形状に
圧延成形されたものであり、従つて市販されている型鋼
は、一定の規格品しか存在せず、変型したもの、特殊形
状をした型鋼を得ることは望むべきもなかつた。
2. Description of the Related Art Various types of steel, such as H-type steel, L-type steel, T-type steel and steel sheet pile, are commercially available as steel materials. Etc. are rolled and formed into a desired shape through a rolling mill.Therefore, there is only a certain standardized product in the market, and it is desirable to obtain a deformed or specially shaped steel. One day.

【0003】一般的なH型鋼50の製造方法としては、
図5にするように、ブルーム素材よりブレークタウン圧
延機にて粗圧延され、次いで中間粗圧延機であるユニバ
ーサル圧延機51と整形圧延機52並びにエツジヤー圧
延機53でフランジ先端の鍛錬と整形並びに幅の育寸が
行われる。その後仕上げユニバーサル圧延機による仕上
げ並びにフランジ矯正等の工程を経てH型鋼50が完成
する。
[0003] As a general method of manufacturing the H-section steel 50,
As shown in FIG. 5, the bloom material is roughly rolled by a breaktown rolling mill, and then, the intermediate rolling mill 51 is a universal rolling mill 51, a shaping mill 52, and an edge mill 53 forging, shaping, and shaping the flange tip. Is carried out. Thereafter, the H-section steel 50 is completed through steps such as finishing by a finishing universal rolling mill and flange correction.

【0004】前記した圧延作業用には、圧延設備の外に
制御用計算機を用いたり、制御冷却を行う等の厖大な設
備投資を要するので、定格の定尺品を供給するのが通常
で、特殊仕様の型鋼は需要があつても簡単に応ずること
はできない。このように型鋼に対し、断面サイズの多様
化、多品種少量生産の社会的要求が存在しても、これに
応ずることが困難な現状にあつた。
[0004] For the above-mentioned rolling work, a huge amount of equipment investment such as the use of a control computer in addition to the rolling equipment and the execution of controlled cooling is required. Special steel bars cannot be easily met with demand. As described above, it has been difficult to respond to the social demands for diversification of cross-sectional sizes and high-mix low-volume production of section steels.

【0005】〔発明が解決しようとする課題〕型鋼の製
造そのものが大規模な圧延設備とそれに伴う計算機制御
並びに冷却制御等の技術を用いて製造するものであるか
ら、変形した型鋼、或は特殊形状をした型鋼を無理に製
造すれば、製造原価は極端に上昇し、到底採算に乗らな
い価格となる事は容易に想像できる。従つてコストアツ
プ要因を招かず、且つ寸法・形状が自在に変形でき、且
つ所望の型鋼を得ることが強く望まれていたにもかかわ
らず、供給の方策が無いのが実状であつた。本発明は、
コストアツプを招かず、形状・寸法の変つた型鋼を得る
のがその目的である。
[Problems to be Solved by the Invention] Since the production of the shape steel itself is carried out by using a large-scale rolling equipment and accompanying technology such as computer control and cooling control, deformed shape steel or special shape steel is used. It is easy to imagine that if the shaped steel bars were forcibly manufactured, the manufacturing costs would rise extremely and would be unprofitable. Therefore, despite the fact that it was strongly desired to obtain a desired shape steel without causing any cost-up factor, and to be able to freely change its size and shape, there was no way to supply it. The present invention
The purpose is to obtain a mold steel having a changed shape and dimensions without causing cost-up.

【0006】〔課題を解決するための手段〕2本の型鋼
をウエブ部分で任意の同一形状に上下に2分割し、別の
切断上部と切断下部相互を切断面のウエブ部分で突合
せ、溶接を行つて夫々空隙のあいた2本の型鋼として再
生することにより、この問題を解決した。又、ウエブ部
分ではなく、フランジ部分を同一形状の切欠きを入れ、
フランジ部分を相互に突合わせて溶接すると、空隙のあ
る角柱が得られる。これにより、定格寸法の異る任意の
型鋼が得られるようになつた。
[Means for Solving the Problems] The two mold steels are divided into upper and lower portions at the web portion into an arbitrary same shape, and another cut upper portion and a cut lower portion are joined to each other at the cut portion web portion, and welding is performed. This problem was solved by going and regenerating two mold steels each having a gap. Also, not the web part, but a notch of the same shape in the flange part,
When the flange portions are butted and welded to each other, a prism having an air gap is obtained. As a result, arbitrary shaped steel having different rated dimensions can be obtained.

【0007】〔作用〕2本の型鋼をウエブ部分で任意の
同一形状に上下2分割し、別の型鋼の溶断面相互を突合
わせて溶接することにより、従来の型鋼とは寸法形状が
異り、且つ空隙のあいた変形型鋼として再生できるの
で、新たな用途が見込めると共に、重量の増加も少く、
コストアツプ要因の少い新たな変形型鋼が得られる。
[Operation] The dimensions and shape of a conventional mold steel are different from those of a conventional mold steel by dividing two mold steels into upper and lower two parts at the web part and arbitrarily arranging the same cross section. And because it can be regenerated as deformed steel with voids, new applications can be expected and the weight increase is small,
A new deformed steel with less cost-up factor can be obtained.

【0008】〔実施例〕図面に基づいて本発明実施例の
変形型鋼の製造法を説明する。図1は本発明実施例に係
る変形量鋼の製造法をする説明図である。図2は本発明
実施例に係る変形型鋼の製造法の別の実施例である。図
3は本発明実施例に係る変形産鋼の応用例を示す図であ
る。図4は本発明実施例に係る変形型鋼の製造法を角柱
に応用した事例である。
An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is an explanatory view illustrating a method of manufacturing a deformation steel according to an embodiment of the present invention. FIG. 2 is another embodiment of the method for producing a deformed steel according to the embodiment of the present invention. FIG. 3 is a diagram showing an application example of the deformed steel according to the embodiment of the present invention. FIG. 4 is an example in which the method for producing deformed steel according to the embodiment of the present invention is applied to a prism.

【0009】市販のH型鋼1を2本用い、図1(A)に
するように▲A▼−▲A▼′ラインに沿つて、同一形状
に、エネルギー密度が高くて広がりが狭く、高精度切断
が可能なレーザ切断機を用いてH型鋼1のウエブ部分9
を溶断して2分割する。切断形状は特に規定するもので
はないが、後述するように再溶接するとき、その形状が
意匠的に美的感覚に優れた形状が望まれると共に、H型
鋼としての強度が保有できるように、溶断面が一致して
再溶接面が充分に取れる形状で、一般的には直線状断面
が多いことが望まれる。従つて円弧状の溶断面や、装飾
性があつても再溶接面の少い形状は余り好ましいとは云
えない。
As shown in FIG. 1 (A), two commercially available H-section steels 1 are used, and as shown in FIG. Web part 9 of H-section steel 1 using a laser cutting machine capable of cutting
And cut into two. Although the cutting shape is not particularly specified, when re-welding as described later, the shape is desirably a shape excellent in aesthetic sense in terms of design, and the molten surface is formed so as to retain the strength as an H-shaped steel. Therefore, it is desired that the shape of the reweld surface is sufficiently large so that the rewelded surface can be sufficiently obtained, and that the number of straight sections is generally large. Therefore, an arc-shaped welded surface or a shape with a small reweld surface even if it has decorativeness is not very preferable.

【0010】2分割したH型鋼1の切断上部11を図1
(B)にするように別の切断上部11を相互に突合せ、
その部分を突合せ溶接10を行つて1本のH型鋼2を再
構成する。同様に、切断下部12を相互に突合せ溶接1
0を行つてH型鋼2′を再構成する。このようにすれ
ば、再構成されたH型鋼2、2′には、ウエブ部分9に
空隙13の明いた、且つウエブ部分9の寸法が異つたH
童鋼2、2′が出現する。
The cut upper part 11 of the H-shaped steel 1 divided into two parts is shown in FIG.
Another cutting upper part 11 is butted against each other so as to make (B),
The portion is subjected to butt welding 10 to reconstruct one H-section steel 2. Similarly, the cut lower part 12 is butt-welded to each other.
0 is performed to reconfigure the H-section steel 2 '. In this way, the restructured H-section steels 2 and 2 ′ have H in which the gaps 13 are clear in the web portion 9 and the dimensions of the web portion 9 are different.
Children's steel 2, 2 'appears.

【0011】上記はH型鋼1のウエブ部分9の略々中心
線に沿つて2分割した事例であつたが、別の実施例とし
ては、H型鋼3のウエブ部分9の中心線に対し、一定の
角度を持つて▲B▼−▲B▼′線として2分割する。2
分割した切断上部31と、180度向きを変えた別の切
断上部31を図2(B)(C)にするように、突合せ溶
接10をすると、先端は細く基端は太いウエブ部分9の
幅が異り且つ空隙13の明いたH型鋼4、4′が得られ
る。この先細H型鋼4、4′は例えば図3にするような
片持桁14を有する鉄骨構造物の大梁15等に好適であ
る。
The above is an example in which the web portion 9 of the H-shaped steel 1 is divided into two substantially along the center line. However, as another embodiment, the web portion 9 of the H-shaped steel 3 is分割 B 分割-▲ B 線 'line with an angle of. 2
When the butt welding 10 is performed so that the divided cut upper part 31 and another cut upper part 31 whose direction is changed by 180 degrees are as shown in FIGS. 2B and 2C, the width of the web part 9 is narrow at the tip and thin at the base. However, H-shaped steels 4 and 4 ′ having different diameters and a clear gap 13 are obtained. The tapered H-shaped steels 4, 4 'are suitable for, for example, a girder 15 of a steel structure having a cantilever 14 as shown in FIG.

【0012】本発明の実施例としてH型鋼1を用いて説
明したが、本発明はH型鋼1に限定されるものではな
く、例えば溝形鋼5のフランジ部分7に切欠き8を設
け、相互に突合せ溶液10を行えば、切欠き空隙7のあ
いた角柱6が得られる。
Although the embodiment of the present invention has been described using the H-shaped steel 1, the present invention is not limited to the H-shaped steel 1. For example, a notch 8 is provided in the flange portion 7 of the When the butting solution 10 is used, a prism 6 having a notch 7 is obtained.

【0013】〔発明の効果〕従来は規格品の型鋼しか得
られなかつたが、本発明の変形型鋼には規格品とは異つ
た如何なる形状の型鋼でも、ウエブ切断線の工夫で容易
に得られると共に、ウエブ部分に空隙が設けられている
ので、型鋼の単位容積当りの重量も軽くなり、その結果
鉄骨構造物全体の重量も軽くなるので、構造物の重量配
分が容易になり、組立作業も容易となる。製作方法も型
鋼の溶断とその後の突合せ溶接のみであるから、コスト
アップ要因もわずかで済み、鋼材への価格アツプ要素も
少く、鉄骨構造物への価格のための阻害要因とはならな
い。又、型鋼を外部に露出する鉄骨構造物として構成し
ても、空隙の形状に意匠的工夫を加えれば、装飾的要素
があるので放置しても別段見苦しいものとはならない等
の数多くの利点がある。
[Effects of the Invention] Conventionally, only a standard shaped steel could be obtained. However, in the deformed steel according to the present invention, any shape steel different from the standard steel can be easily obtained by devising a web cutting line. At the same time, since the air gap is provided in the web portion, the weight per unit volume of the mold steel is reduced, and as a result, the weight of the entire steel structure is also reduced. It will be easier. Since the manufacturing method is only fusion of the section steel and subsequent butt welding, the cost increase factor is small, the price up factor for the steel material is small, and it does not become a hindrance factor for the price for the steel structure. In addition, even if the steel mold is configured as a steel structure that is exposed to the outside, there are many advantages such as adding a design element to the shape of the voids so that there is a decorative element so that it will not be particularly unsightly even if left unattended. is there.

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

【図 1】本発明実施例に係る変形型鋼の、製造方法を
示す説明図である。
FIG. 1 is an explanatory view showing a method for producing a deformed steel according to an embodiment of the present invention.

【図 2】本発明実施例に係る変形型鋼の、別の実施例
である。
FIG. 2 is another embodiment of the deformed steel according to the embodiment of the present invention.

【図 3】本発明実施例に係る変形型銅の、使用例を示
す図である。
FIG. 3 is a view showing a usage example of the deformable copper according to the embodiment of the present invention.

【図 4】本発明実施例に係る変形型鋼の、角柱に応用
した使用例を示す図である。
FIG. 4 is a view showing an example of use of a deformed steel according to an embodiment of the present invention applied to a prism.

【図 5】従来の型鋼を製造する状況を示す図である。FIG. 5 is a view showing a situation in which a conventional mold steel is manufactured.

【符号の説明】[Explanation of symbols]

1,3:H型鋼 2,2′,4,4′:変
形型鋼 5:溝形鋼 6:角 柱 7:フランジ部分 8:切欠き 9:ウエブ部分 10:突合せ
溶接 11,31:切断上部 12,3
2:切断下部 13:空 隙 14:片持
桁 15:大 梁 50:H型
鋼 51:ユニバーサル圧延機 52:整形
圧延機 53:エツジヤー圧延機
1,3: H-shaped steel 2, 2 ', 4, 4': deformed steel 5: channel steel 6: prismatic column 7: flange portion 8: notch 9: web portion 10: butt welding 11, 31: cut upper portion 12 , 3
2: Lower part of cutting 13: Void 14: Cantilever girder 15: Large beam 50: H-shaped steel 51: Universal rolling mill 52: Shaping rolling mill 53: Etsiya rolling mill

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】2本の型鋼をウエブ部分で任意の同一形状
に上下に2分割し、別の切断上部と切断下部相互をウエ
ブ部分で相互に突合せ、溶接を行つて夫々空隙のあいた
2本の型鋼として再生したことを特徴とする変形型鋼。
1. A two-section steel is vertically divided into two parts at the web portion in an arbitrary same shape, and another cut upper portion and a cut lower portion are butted to each other at the web portion. A deformed steel that has been recycled as a steel.
【請求項2】2本の型鋼のフランジ部分を任意の同一形
状で切欠き、フランジ部分相互を突合せ、溶接を行つて
空隙のあいた角柱としたことを特徴とする変形型鋼。
2. A deformed steel which is characterized in that the flanges of two steel bars are cut out in an arbitrary same shape, the flanges are butted together, and welded to form a prism having an air gap.
JP10237797A 1997-03-14 1997-03-14 Transformed shape steel Pending JPH10252217A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10237797A JPH10252217A (en) 1997-03-14 1997-03-14 Transformed shape steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10237797A JPH10252217A (en) 1997-03-14 1997-03-14 Transformed shape steel

Publications (1)

Publication Number Publication Date
JPH10252217A true JPH10252217A (en) 1998-09-22

Family

ID=14325780

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10237797A Pending JPH10252217A (en) 1997-03-14 1997-03-14 Transformed shape steel

Country Status (1)

Country Link
JP (1) JPH10252217A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100693005B1 (en) * 2005-01-21 2007-03-12 현대제철 주식회사 Hybrid beam
JP2007077658A (en) * 2005-09-14 2007-03-29 Sumitomo Mitsui Construction Co Ltd Construction method for bridge girder
CN102628265A (en) * 2012-04-24 2012-08-08 天津二十冶建设有限公司 Latticed steel sheet pile used in foundation pit support and manufacturing method for the same
CN102704619A (en) * 2012-06-13 2012-10-03 江苏建筑职业技术学院 Manufacture method of regular hexagon castellated beam
CN104264905A (en) * 2014-09-29 2015-01-07 南京工业大学 Cellular connection steel plate-double-limb steel pipe concrete composite column

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100693005B1 (en) * 2005-01-21 2007-03-12 현대제철 주식회사 Hybrid beam
JP2007077658A (en) * 2005-09-14 2007-03-29 Sumitomo Mitsui Construction Co Ltd Construction method for bridge girder
CN102628265A (en) * 2012-04-24 2012-08-08 天津二十冶建设有限公司 Latticed steel sheet pile used in foundation pit support and manufacturing method for the same
CN102704619A (en) * 2012-06-13 2012-10-03 江苏建筑职业技术学院 Manufacture method of regular hexagon castellated beam
CN104264905A (en) * 2014-09-29 2015-01-07 南京工业大学 Cellular connection steel plate-double-limb steel pipe concrete composite column

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