JP4545227B1 - Rebound lightweight steel - Google Patents

Rebound lightweight steel Download PDF

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JP4545227B1
JP4545227B1 JP2010014119A JP2010014119A JP4545227B1 JP 4545227 B1 JP4545227 B1 JP 4545227B1 JP 2010014119 A JP2010014119 A JP 2010014119A JP 2010014119 A JP2010014119 A JP 2010014119A JP 4545227 B1 JP4545227 B1 JP 4545227B1
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steel
web
steel plate
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lip
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幹夫 田代
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Abstract

【課題】構築物、低層建築物の鉄骨構造などに用いられる軽量形鋼材であって、効率的な断面性能、すなわち、重量当たりの高い断面性能を有し、防錆塗装を不要化した低コストの軽量形鋼材を提供すること。
【解決手段】予めメッキされた長尺鋼板を長手方向に添って断面形状略コ字に折曲形成され、前記略コ字断面形状のフランジ先端から180度折返し曲げて鋼板を二重にしたフランジと、ウェブの中央部を単板で構成し、前記鋼板長辺両側端で形成する内ウェブ2bと外ウェブ2aの端側を重合し、前記各ウェブ相互を所定の間隔でハトメ接合4で固定されている軽ミゾ形鋼を特徴とする複層軽量形鋼。
【選択図】図6
[PROBLEMS] To provide a lightweight steel material used for a steel structure of a building or a low-rise building, having an efficient cross-sectional performance, that is, a high cross-sectional performance per weight, and eliminating the need for rust-proof coating. To provide lightweight shape steel.
A flange in which a pre-plated long steel plate is bent along a longitudinal direction into a substantially U-shaped cross-section and folded back 180 degrees from the front end of the flange having the substantially U-shaped cross-section to double the steel plate. And the central portion of the web is formed of a single plate, the end sides of the inner web 2b and the outer web 2a formed at both ends of the long side of the steel plate are overlapped, and the webs are fixed to each other with a grommet joint 4 at a predetermined interval. Multi-layered lightweight section steel characterized by light grooved steel.
[Selection] Figure 6

Description

本発明は、構築物、低層建築物の鉄骨構造などに用いられる軽量形鋼材であって、効率的な断面性能を有し、メッキ鋼板を溶接することなく折曲形成され、経済性に優れている軽量形鋼材に関するものである。 The present invention is a lightweight steel material used for structures, steel structures of low-rise buildings, etc., has an efficient cross-sectional performance, is bent without welding a plated steel plate, and is excellent in economic efficiency. It relates to lightweight steel.

従来、長尺鋼板を長手方向に添って折り曲げ形成した軽量形鋼は、平板状の鋼板に比較して高い剛性を示し、ハット型、コ型、C型、Z型、L型、ロ型等の断面形状が一般的である。軽量で高強度を示すことから、住宅を始めとして低層建築物の構造材に広く使用されている。たとえば、特開2003−328432号(第1公知例)では、低層建築物の鉄骨構造の骨組みの柱、梁および外壁パネルの枠材に使用する例が開示されている。また、特開2001−55807号公報(第2公知例)では、スチ−ルハウスの耐力壁パネルの枠材として使用する例が開示されている。 Conventionally, lightweight steel formed by bending a long steel plate along the longitudinal direction shows higher rigidity than a flat steel plate, such as a hat type, a U type, a C type, a Z type, an L type, a B type, etc. The cross-sectional shape is general. Because it is lightweight and exhibits high strength, it is widely used as a structural material for low-rise buildings such as houses. For example, Japanese Patent Application Laid-Open No. 2003-328432 (first known example) discloses an example in which the frame is used for a frame, a column, a beam, and an outer wall panel of a steel structure of a low-rise building. Japanese Patent Laid-Open No. 2001-55807 (second publicly known example) discloses an example in which it is used as a frame material for a load-bearing wall panel of a steel house.

従来のリップみぞ形鋼(通称C形鋼)の形状は、図8に概略示す形状のロ−ル成形方法等で、長尺鋼板を長手方向に添って折り曲げ成形されていて、フランジ8,ウェブ9,およびリップ10で構成されている。 The shape of a conventional lip groove steel (commonly called C-shaped steel) is formed by bending a long steel plate along the longitudinal direction by a roll forming method having a shape schematically shown in FIG. 9 and lip 10.

近年、ウェブ、フランジの均一な肉厚を変更することにより、断面性能、外形寸法を維持しながら重量の軽い軽量形鋼、すなわち、鋼帯を幅方向に曲げ加工することによって形成されたコ型、L型又はZ型断面をもち、鋼帯あるいは形鋼の幅方向両端部を幅方向中央に向かって押圧することにより、形鋼のフランジの一部あるいは全域に相当する領域を素材鋼帯の厚さよりも厚く増肉加工することにより、フランジの一部又は全部がウェブより肉厚にして、剛性の高い軽量形鋼の製造方法が特開2003−147900号公報(第3公知例)で開示されている。 In recent years, by changing the uniform thickness of the web and flange, the lightweight section steel with a light weight while maintaining the cross-sectional performance and outer dimensions, that is, the U-shaped formed by bending the steel strip in the width direction. , Having an L-shaped or Z-shaped cross section, by pressing both ends in the width direction of the steel strip or the section steel toward the center in the width direction, a region corresponding to a part or the entire area of the flange of the shape steel A method of manufacturing a lightweight lightweight steel with high rigidity is disclosed in Japanese Patent Application Laid-Open No. 2003-147900 (third known example) by increasing the thickness to be thicker than the thickness so that part or all of the flange is thicker than the web. Has been.

さらに、特開平02−296952号公報(第4公知例)では、フランジを二重にして、鋼板長辺両側端とウェブのコ−ナ−とを外側から溶接する溝形鋼、すなわち、開口部を所定の位置で折り曲げ開口部を形成する先端を、曲げ位置において連結部に溶接して固定することにより、開口部を製作する方法が開示されている。 Further, in Japanese Patent Laid-Open No. 02-296952 (fourth known example), a grooved steel having a double flange and welding both ends of the long side of the steel plate and the corner of the web from the outside, that is, an opening. Has disclosed a method of manufacturing an opening by welding and fixing a tip forming a bent opening at a predetermined position to a connecting portion at the bending position.

また、特公昭62−015694号公報(第5公知例)では、断面形状がリップ部に溝、折り返し、先端折り曲げ等の成形部を有し、全体がC形類似形であり、かつ長手方向に前記リップ側を凹、ウェブ側を凸とする方向の湾曲を有する、帯板素材からロ−ル成形法により製した形材成形品の製造方法が開示されている。 Further, in Japanese Examined Patent Publication No. 62-015694 (fifth known example), the cross-sectional shape has a molded part such as a groove, a fold, and a front end bend in the lip part, the whole is a C-shaped similar shape, and in the longitudinal direction. There is disclosed a method of manufacturing a shaped product formed by a roll forming method from a strip material having a curvature in a direction in which the lip side is concave and the web side is convex.

特開2003−328432号JP 2003-328432 A 特開2001−55807号JP 2001-55807 A 特開2003−147900号JP 2003-147900 A 特開平02−296952号Japanese Patent Laid-Open No. 02-296952 特公昭62−015694号Japanese Patent Publication No.62-015694

本発明の解決すべき課題は、従来の軽量形鋼の断面形状では高い断面性能が得られず、前記第3および第4公知例に係わる開示で効率的な断面形状を考案している、しかし、防錆塗装が必要となる。また、第5公知例では効率的な断面形状とは言い難い。そこで、効率的な断面形状で、防錆塗装も省略できる経済的な軽量形鋼を提供するものである。 The problem to be solved by the present invention is that high cross-sectional performance cannot be obtained with the cross-sectional shape of the conventional lightweight section steel, and an efficient cross-sectional shape is devised in the disclosure relating to the third and fourth known examples, , Anti-corrosion coating is required. In the fifth known example, it is difficult to say that the cross-sectional shape is efficient. In view of this, the present invention provides an economical lightweight section steel having an efficient cross-sectional shape and capable of omitting rust prevention coating.

先ず従来の軽量形鋼は、長尺鋼板を長手方向に添って折曲げ加工することによって製造されることから、軽量形鋼の断面は均一な厚みになっている。例えば、図8に示すリップみぞ形鋼のフランジ8,ウェブ9、およびリップ10共同じ板厚になっている。したがって、断面二次モ−メントおよび断面係数等の断面性能が、効率的な断面形状とはいえず、重量当たりの断面性能は低くなっている。 First, since a conventional lightweight section steel is manufactured by bending a long steel sheet along the longitudinal direction, the cross section of the lightweight section steel has a uniform thickness. For example, the flange 8 of the lip groove steel shown in FIG. 8, the web 9, and the lip 10 have the same plate thickness. Therefore, the cross-sectional performance such as the secondary moment and the cross-section coefficient is not an efficient cross-sectional shape, and the cross-sectional performance per weight is low.

次いで、第3公知例の場合は、断面二次モ−メントを大きくするため、フランジ先端部分の板厚を最大1.5倍に押圧している製造方法であるが、鋼材(冷間鋼板)を一段階で押圧することは現実的でなく、比較的低い押圧力で、分割して繰り返し押圧することが開示されているが、多大な設備装置費用及び加工時間(生産効率)等に難点があり、また、防錆塗装等の工程が必要でありコスト高となる。 Next, in the case of the third known example, in order to increase the cross-sectional secondary moment, it is a manufacturing method in which the plate thickness of the flange tip portion is pressed up to 1.5 times, but the steel material (cold steel plate) Although it is not realistic to press in one step and it is disclosed that the pressure is divided and repeatedly pressed with a relatively low pressing force, there are problems with a large amount of equipment costs and processing time (production efficiency). In addition, a process such as rust prevention coating is required, resulting in high costs.

また、第4公知例の場合は、フランジ部を二重にして、鋼板長辺両側縁とウェブのコ−ナ−とを外側から溶接する製作方法であるが、溶接用の設備装置費用及び溶接に伴う管理、ひずみ矯正、素材がメッキ鋼板の場合は溶接部近傍のめっき層補修の工程、素材が黒皮(非表面処理)の場合は防錆塗装等の工程が必要でコスト高となる。 In the case of the fourth known example, the flange portion is doubled, and the manufacturing method is to weld both the long side edges of the steel plate and the corner of the web from the outside. If the material is a plated steel plate, the process of repairing the plating layer near the weld is required, and if the material is black skin (non-surface treatment), a process such as rust prevention coating is required, resulting in high costs.

第5公知例の場合は、リップ部が二重になっているが、その目的は部材の長手方向の湾曲を防ぐことであり、微少ながら断面積が増加する程度であり効率的な断面とは言い難い。 In the case of the fifth known example, the lip portion is doubled, but its purpose is to prevent the bending of the member in the longitudinal direction. It's hard to say.

本発明者は、前記課題を解決すべく検討した結果、力学的見地から全域に同厚の鋼板を配置する従来の発想でなく、応力がかかる箇所のみを増厚するのが合理的であると考え、断面二次モ−メントに有効な箇所、すなわち、部材の中立軸より一番距離のあるフランジ部とリップ部、およびウェブの一部の鋼板を、二枚重ね合わせて断面積を倍増させることで、断面二次モ−メントを大きくすることができ、それによって、断面性能が高い軽量形鋼が得られるとともに、予めメッキされた鋼板を使用することにより塗装工程を省略し、メッキ鋼板両側端に位置する各ウェブ相互の一体化の手段として、ハトメ加工を採用して固定し、防錆塗装を不要化することができることに想到した。その要旨とするところは以下の通りである。   As a result of studying to solve the above-mentioned problems, the present inventor is not a conventional idea of arranging steel plates of the same thickness over the entire area from a mechanical point of view, and it is reasonable to increase the thickness only at locations where stress is applied. Considering that by doubling the cross-sectional area by superimposing two sheets of the steel plate of the flange part and lip part that are the most distant from the neutral axis of the member, that is, the part that is effective for the secondary moment of the cross section, The cross-section secondary moment can be increased, thereby obtaining a light-weight shaped steel with high cross-sectional performance, and by using a pre-plated steel sheet, the painting process can be omitted, As a means for integrating the webs located, it was conceived that eyelet processing can be adopted and fixed to eliminate the need for antirust coating. The gist is as follows.

(1)予めメッキされた長尺鋼板を長手方向に添って断面形状略コ字に折曲形成され、前記略コ字断面形状のフランジ先端から180度折返し曲げて鋼板を二重にしたフランジと、ウェブの中央部を単板で構成し、前記鋼板長辺両側端で形成する内ウェブと外ウェブの端側を重合し、前記各ウェブ相互を所定の間隔でハトメ接合で固定されている軽ミゾ形鋼を特徴とする複層軽量形鋼。 (1) A flange in which a pre-plated long steel plate is bent into a substantially U-shaped cross-section along the longitudinal direction, folded back 180 degrees from the flange end of the substantially U-shaped cross-sectional shape, and the steel plate is doubled The center portion of the web is constituted by a single plate, the end sides of the inner web and the outer web formed at both ends of the long side of the steel plate are overlapped, and the webs are fixed to each other by eyelet bonding at a predetermined interval. Multi-layer lightweight section steel characterized by a grooved steel.

(2)予めメッキされた長尺鋼板を長手方向に添って断面形状略C字に折曲形成され、前記略C字断面形状のリップ先端から180度折返し曲げて鋼板を二重にしたリップとフランジ、およびウェブの中央部が単板で構成し、前記鋼板長辺両側端で形成する内ウェブと外ウェブの端側を重合し、前記各ウェブ相互を所定の間隔でハトメ接合で固定されているリップみぞ形鋼を特徴とする複層軽量形鋼。 (2) A lip formed by folding a pre-plated long steel plate along the longitudinal direction into a substantially C-shaped cross-sectional shape and bending the steel plate double by 180-degree bending from the lip end of the substantially C-shaped cross-sectional shape; The flange and the central part of the web are composed of a single plate, the end sides of the inner web and the outer web formed at both ends of the long side of the steel plate are overlapped, and the webs are fixed to each other by eyelet bonding at a predetermined interval. Multi-layer lightweight steel featuring lip groove steel.

(A)本発明に係わる複層軽量形鋼によれば、断面二次モ−メントに有効な箇所のフランジとリップ面、およびウェブの一部の鋼板を二重にして断面積を倍増し、断面二次モ−メントを大きくしている。したがって、従来と同じ外形寸法であっても、従来技術より効率的な断面形状となり高い断面性能が得られる。すなわち、力学的見地から全域に同厚の鋼板を配置するより、応力がかかる箇所のみを増厚するので合理的であり、重量に比較して高い断面性能が得られるので経済的である。断面二次モ−メントの方向性から、鉄骨構造の梁部材や外壁パネルの骨組材に使用すると特に効力を発揮する。 (A) According to the multi-layered lightweight section steel according to the present invention, the flange and the lip surface of the portion effective for the secondary moment of section and the steel plate of a part of the web are doubled to double the sectional area, The secondary moment of the cross section is increased. Therefore, even if the outer dimensions are the same as conventional ones, the cross-sectional shape is more efficient than that of the prior art and high cross-sectional performance is obtained. That is, it is reasonable to increase the thickness of only the portion where stress is applied, rather than disposing steel plates of the same thickness over the entire area from a mechanical standpoint, and it is economical because a high cross-sectional performance is obtained compared to the weight. In view of the direction of the secondary moment of the cross section, it is particularly effective when used for a steel-structured beam member or a frame material of an outer wall panel.

(B)本発明に係わる複層軽量形鋼によれば、予めメッキされた鋼板を使用して折曲形成された複数のウェブを、従来技術の溶接接合でなく、本発明の技術ではハトメ加工で固定する簡単な手段によりウェブの一体化を図っている。したがって、防錆塗装を省略し低コストで製作することができる。 (B) According to the multi-layered lightweight section steel according to the present invention, a plurality of webs formed by bending using a pre-plated steel sheet are not processed by the conventional technique, but by the technique of the present invention. The web is integrated by a simple means of fixing with. Therefore, the rust preventive coating can be omitted and it can be manufactured at a low cost.

本発明に係わるメッキ長尺鋼板(平板状)の穴位置を示す説明図である。It is explanatory drawing which shows the hole position of the plating long steel plate (flat plate shape) concerning this invention. 図1のA−A断面図である。It is AA sectional drawing of FIG. メッキ長尺鋼板の加工手順を示す説明図である。It is explanatory drawing which shows the process sequence of a plating long steel plate. 軽ミゾ形鋼の加工形状時の例を示す模式図である。It is a schematic diagram which shows the example at the time of the processing shape of light grooved steel. ハトメ加工手順(方法)を示す説明図であり、(a)加工前の断面図と平面図、(b)バ−リング加工時の断面図、(c)ハトメ加工時の断面図である。It is explanatory drawing which shows an eyelet processing procedure (method), (a) Cross-sectional view and plan view before processing, (b) Cross-sectional view at the time of burring processing, (c) Cross-sectional view at the time of eyelet processing. 本発明に係わる複層軽量形鋼の軽ミゾ形鋼の一例を示す断面図である。It is sectional drawing which shows an example of the light groove shaped steel of the multilayer light weight shaped steel concerning this invention. 本発明に係わる複層軽量形鋼のリップみぞ形鋼の一例を示す断面図である。It is sectional drawing which shows an example of the lip groove shape steel of the multilayer light weight shaped steel concerning this invention. 従来技術に係わるリップみぞ形鋼の一例を示す断面図である。It is sectional drawing which shows an example of the lip groove steel concerning a prior art.

以下、図1〜図8に基づいて、本発明を実施するための最良の形態を実施例で説明する。なお、軽量形鋼材の材質としては、溶融亜鉛めっき鋼板、溶融55%アルミニュウム−亜鉛合金めっき鋼板等の金属材料で、0.8〜1.6mm程度の厚みが望ましいが、特に限定されるものではない。製作する機械については特に問わないが、例えば、軽量形鋼材の形状の成形加工する方法としては、引き抜き成形方法、プレス加工方法、ロ−ル成形方法等のいずれかで成形することができるし、ハトメ加工はプレス機で、また、各々の機械を組み合わせた複合機械設備で製作することもできる。   Hereinafter, the best mode for carrying out the present invention will be described with reference to FIGS. In addition, as a material of the light-weight shaped steel material, a metal material such as a hot dip galvanized steel plate and a hot 55% aluminum-zinc alloy plated steel plate is desirable, and a thickness of about 0.8 to 1.6 mm is desirable, but is not particularly limited. Absent. Although there is no particular limitation on the machine to be manufactured, for example, as a method of forming a lightweight shaped steel material, it can be formed by any one of a pultrusion method, a press method, a roll forming method, Eyelet processing can be performed by a press machine or by a complex machine facility combining each machine.

(実施例1)
図6は、本発明に係わる複層軽量形鋼の軽ミゾ形鋼の一例を示す断面図であり、この例において外フランジ1a、内フランジ1b、外ウェブ2a,内ウェブ2b、ハトメ接合4、および折曲げ線イから構成される。以下、これに沿って説明する。
Example 1
FIG. 6 is a cross-sectional view showing an example of a light grooved steel of a multilayer lightweight section steel according to the present invention. In this example, an outer flange 1a, an inner flange 1b, an outer web 2a, an inner web 2b, an eyelet joint 4, And a fold line a. Hereinafter, it demonstrates along this.

図1は、メッキ長尺鋼板(平板状)の穴位置を示す説明図であり、図2は鋼板の幅方向の穴位置を示す断面図である。まず、図1〜図2に示すように、メッキ長尺鋼板の長辺両側端部の内ウェブ2bの所定の位置に、直径が6〜12mm程度の円形穴〈2〉と、メッキ長尺鋼板の中央部で外ウェブ2a端に該当する所定の位置に、直径が2〜4mm程度の円形穴から放射状に長さ3〜10mm程度延びた切れ目(部分拡大図参照)を有する加工穴〈1〉を設け、前記円形穴〈2〉と切れ目を有する加工穴〈1〉を長手方向に添って所定の間隔で複数形成する。 FIG. 1 is an explanatory view showing a hole position of a long plated steel plate (flat plate), and FIG. 2 is a cross-sectional view showing a hole position in the width direction of the steel plate. First, as shown in FIGS. 1 and 2, a circular hole <2> having a diameter of about 6 to 12 mm and a plated long steel plate at predetermined positions of the inner web 2b at both ends of the long side of the plated long steel plate. Processing hole <1> having a cut (refer to a partially enlarged view) radially extending from a circular hole having a diameter of about 2 to 4 mm radially from a circular hole having a diameter of about 3 to 10 mm at a predetermined position corresponding to the end of the outer web 2a A plurality of the circular holes <2> and the processed holes <1> having cuts are formed at predetermined intervals along the longitudinal direction.

次に、図3に示すように、外フランジ1aと内フランジ1bを合わせて、切れ目を有する加工穴〈1〉の穴心と円形穴〈2〉の穴心を一致させ、折返し点ロを基点に180度折返し曲げを行い、次いで、図4に示すように、折曲げ線イを基点にコの字曲げの成形加工を行う。 Next, as shown in FIG. 3, the outer flange 1a and the inner flange 1b are combined so that the hole center of the cut hole <1> and the hole hole of the circular hole <2> are aligned, and the turning point B is the base point. Then, bending is performed 180 degrees, and then, as shown in FIG.

続いて、図4、および図5の図(a)〜図(b)に示すように、外ウェブ2aの切れ目を有する加工穴〈1〉側から砲弾状のパンチ5を押し込み、穴を広げながら円筒状にバ−リング加工を施し、図5の図(b)の形状に成形加工を行う。次に、図5の図(c)に示すように、パンチ6をバ−リング加工で成形された円筒状の先(内ウェブ2bからダイ7方向)に押し込みハトメ加工を行い、内ウェブ2bの端部と外ウェブ2aを強固に一体化して、軽ミゾ形鋼を製造する。軽ミゾ形鋼のサイズは、ウェブ寸法100〜150mm程度、フランジ寸法30〜100mm程度、長さは6〜12m程度である。 Subsequently, as shown in FIGS. 4 and 5 (a) to (b), the bullet-like punch 5 is pushed in from the processed hole <1> side having the cut of the outer web 2a, and the hole is widened. A burring process is performed on the cylindrical shape, and the forming process is performed to the shape shown in FIG. 5B. Next, as shown in FIG. 5C, the punch 6 is pushed into a cylindrical tip formed by burring (in the direction from the inner web 2b to the die 7) to perform eyelet processing. The end portion and the outer web 2a are firmly integrated to produce a light groove steel. The light grooved steel has a web size of about 100 to 150 mm, a flange size of about 30 to 100 mm, and a length of about 6 to 12 m.

(実施例2)
図7は本発明に係わる複層軽量形鋼のリップみぞ形鋼の一例を示す断面図であり、図7は外フランジ1a、内フランジ1b、外ウェブ2a、内ウェブ2b、リップ3、ハトメ接合4、および折曲げ線イから構成されている。以下、これに沿って説明する。
(Example 2)
FIG. 7 is a cross-sectional view showing an example of a lip groove steel of a multilayer lightweight section steel according to the present invention. FIG. 7 shows an outer flange 1a, an inner flange 1b, an outer web 2a, an inner web 2b, a lip 3, and an eyelet joint. 4 and a fold line a. Hereinafter, it demonstrates along this.

前記の実施例1で既述した成形加工の手順で、コの字に折曲形成し、さらに、図7に示すように、折曲げ線イを基点に、直角に折曲形成してリップ3を製作し、次いで、内ウェブ2bの端部と外ウェブ2aの裏面の接点に、ハトメ接合を施してリップみぞ形鋼を製造する。リップみぞ形鋼のサイズは、ウェブ寸法60〜150mm程度、フランジ寸法30〜100mm程度、リップ寸法10〜20mm程度、長さは6〜12m程度である。 In the molding process described in the first embodiment, the lip 3 is formed by bending it into a U-shape and, further, as shown in FIG. Next, eyelet bonding is applied to the contact between the end of the inner web 2b and the back surface of the outer web 2a to produce a lip groove steel. The lip groove steel has a web size of about 60 to 150 mm, a flange size of about 30 to 100 mm, a lip size of about 10 to 20 mm, and a length of about 6 to 12 m.

以上説明したように本発明に係わる複層軽量形鋼によれば、効率的な断面性能を重視し、防錆塗装を不要化した、経済性に優れている軽量形鋼材で、建築業界、特に鉄骨系住宅プレハブメ−カ−に与える効用は極めて大きい。 As described above, according to the multi-layer lightweight section steel according to the present invention, it is a lightweight section steel material excellent in economic efficiency that emphasizes efficient cross-sectional performance and eliminates the need for rust-proof coating. The effect on steel frame prefabricated manufacturers is extremely large.

1a 外フランジ
1b 内フランジ
2a 外ウェブ
2b 内ウェブ
3 リップ
4 ハトメ接合
5 砲弾パンチ
6 パンチ
7 ダイ
<1> 切れ目を有する穴
<2> 円形穴
イ 折曲げ線
ロ 折返し点
8 従来技術のフランジ
9 従来技術のウェブ
10 従来技術のリップ

1a outer flange 1b inner flange 2a outer web 2b inner web 3 lip 4 eyelet joint 5 bullet punch 6 punch 7 die
<1> Hole with cut
<2> Circular hole A Bending line B Folding point
8 Prior art flange 9 Prior art web 10 Prior art lip

Claims (4)

予めメッキされた長尺鋼板を長手方向に添って断面形状略コ字に折曲形成され、前記略コ字断面形状のフランジ先端から180度折返し曲げて鋼板を二重にしたフランジと、ウェブの中央部を単板で構成し、前記鋼板長辺両側端で形成する内ウェブと外ウェブの端側を重合し、前記各ウェブ相互を所定の間隔でハトメ接合で固定されている軽ミゾ形鋼を特徴とする複層軽量形鋼。 A pre-plated long steel plate is bent along the longitudinal direction into a substantially U-shaped cross-section, and is bent 180 degrees from the flange end of the substantially U-shaped cross-sectional shape to double the steel plate, A light grooved steel comprising a single plate at the center, overlapping the end sides of the inner and outer webs formed at both ends of the long side of the steel plate, and fixing the webs to each other by eyelet bonding at a predetermined interval. Multi-layer lightweight section steel characterized by 予めメッキされた長尺鋼板を長手方向に添って断面形状略C字に折曲形成され、前記略C字断面形状のリップ先端から180度折返し曲げて鋼板を二重にしたリップとフランジ、およびウェブの中央部を単板で構成し、前記鋼板長辺両側端で形成する内ウェブと外ウェブの端側を重合し、前記各ウェブ相互を所定の間隔でハトメ接合で固定されているリップみぞ形鋼を特徴とする複層軽量形鋼。 A lip and a flange formed by bending a pre-plated long steel plate along the longitudinal direction into a substantially C-shaped cross-sectional shape, folded back 180 degrees from the lip end of the substantially C-shaped cross-sectional shape, and a double steel plate; A lip groove in which the central portion of the web is formed of a single plate, the end sides of the inner web and the outer web formed at both ends of the long side of the steel plate are overlapped, and the webs are fixed to each other by eyelet bonding at a predetermined interval. Multi-layered lightweight shape steel characterized by shape steel. 予めメッキされた長尺鋼板を長手方向に添って断面形状略コ字に折曲形成前記略コ字断面形状のフランジ先端から180度折返し曲げて鋼板を二重にしたフランジと、ウェブの中央部を単板で構成し、前記鋼板長辺両側端で形成する内ウェブと外ウェブの端側を重合した後、前記各ウェブ相互を所定の間隔でハトメ接合で固定する軽ミゾ形鋼を特徴とする複層軽量形鋼の製造方法Pre-plated long steel sheet along the longitudinal direction to form bent to the cross-sectional shape substantially U a flange in which the steel sheet to the double bend the substantially U-section flange tip 180 degrees folded shape, the web A light grooved steel comprising a central portion made of a single plate and superposing the end sides of the inner web and the outer web formed on both ends of the long side of the steel plate, and fixing the webs to each other by eyelet bonding at predetermined intervals. A method for producing a multi-layered lightweight section steel . 予めメッキされた長尺鋼板を長手方向に添って断面形状略C字に折曲形成し、前記略C字断面形状のリップ先端から180度折返し曲げて鋼板を二重にしたリップとフランジ、およびウェブの中央部を単板で構成し、前記鋼板長辺両側端で形成する内ウェブと外ウェブの端側を重合した後、前記各ウェブ相互を所定の間隔でハトメ接合で固定するリップみぞ形鋼を特徴とする複層軽量形鋼の製造方法
A lip and a flange in which a pre-plated long steel plate is bent into a substantially C-shaped cross-section along the longitudinal direction, and the steel plate is doubled by bending 180 degrees from the lip end of the substantially C-shaped cross-sectional shape; and A lip groove shape in which a central portion of the web is constituted by a single plate, and the end portions of the inner web and the outer web formed at both ends of the long side of the steel plate are overlapped, and then the webs are fixed to each other by eyelet bonding at a predetermined interval. A method for producing a multi-layered lightweight section steel characterized by steel .
JP2010014119A 2010-01-26 2010-01-26 Rebound lightweight steel Expired - Fee Related JP4545227B1 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11336196A (en) * 1998-05-27 1999-12-07 Sekisui Chem Co Ltd Reinforcing beam, building unit provided with the same, and unit building
JP3958887B2 (en) * 1998-11-24 2007-08-15 積水化学工業株式会社 Column-to-beam connection structure and beam

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11336196A (en) * 1998-05-27 1999-12-07 Sekisui Chem Co Ltd Reinforcing beam, building unit provided with the same, and unit building
JP3958887B2 (en) * 1998-11-24 2007-08-15 積水化学工業株式会社 Column-to-beam connection structure and beam

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