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JP6401729B2 - L-shaped structural member manufacturing method and L-shaped structural member - Google Patents
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JP6401729B2 - L-shaped structural member manufacturing method and L-shaped structural member - Google Patents

L-shaped structural member manufacturing method and L-shaped structural member Download PDF

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JP6401729B2
JP6401729B2 JP2016058745A JP2016058745A JP6401729B2 JP 6401729 B2 JP6401729 B2 JP 6401729B2 JP 2016058745 A JP2016058745 A JP 2016058745A JP 2016058745 A JP2016058745 A JP 2016058745A JP 6401729 B2 JP6401729 B2 JP 6401729B2
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bending
structural member
shaped structural
steel
angle
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竜司 田上
竜司 田上
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Nippon Steel Nisshin Co Ltd
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Description

本発明は、プレハブ住宅用の外壁フレームを形作る構造物材や、外壁パネルを梁等に取付けるために用いられる取付け用ブラケット等の、溝形鋼や山形鋼等の形鋼を素材としたL字型構造部材の製造方法及びL字型構造部材に関する。   The present invention is an L-shaped material made of a shape steel such as a grooved steel or an angle steel, such as a structural material forming an outer wall frame for a prefabricated house, or a mounting bracket used for attaching an outer wall panel to a beam or the like. The present invention relates to a method for manufacturing a mold structure member and an L-shaped structure member.

例えば、プレハブ住宅用の外壁フレームを形作っているL字型構造部材は、図1に示すように、溝形鋼1,2を素材とし、その端部を接合して形作られている。この例では、一方の端部3に押圧加工を施してフランジ間隔を狭めた後、他方の端部に嵌め合せて溶接法、リベット接合法、かしめ接合法等を用いて両溝形鋼を固定している。なお、図1中、4はリベットである。
また、図2に示すように、溝形鋼5の両フランジ部5aに90度の切り欠き6を入れて曲げ加工した後、当接したフランジ部5aを溶接接合して製造することも提案されている。
For example, as shown in FIG. 1, an L-shaped structural member forming an outer wall frame for a prefabricated house is formed by using grooved steels 1 and 2 as raw materials and joining the ends thereof. In this example, one end 3 is pressed to narrow the flange interval, and then fitted to the other end to secure both channel steel using welding, rivet joining, caulking, etc. doing. In FIG. 1, 4 is a rivet.
In addition, as shown in FIG. 2, it is also proposed that the flange portion 5a of the grooved steel 5 is bent by inserting a 90 ° cutout 6 into the flange portion 5a and then welded to manufacture the flange portion 5a. ing.

特許文献1では、溝形鋼7Aのフランジ部8aとウェブ部8bの交線8cと、当該溝形鋼7Aの短手方向に延びる直線8dとが交わる点から互いに90度となる方向に延びる2つの直線8eを山にして溝形鋼7Aの両フランジ部8aを、山となる前記2つの直線8eが互いに当接するまで当該溝形鋼7Aの内側に座屈させる。そして、ウェブ部8bを直線8dを折り曲げ線として直角に折り曲げる。これにより、図3に示すようなL字型構造部材7を無溶接で製造している。   In Patent Document 1, 2 extending in the direction of 90 degrees from the point where the intersecting line 8c of the flange portion 8a of the grooved steel 7A and the web portion 8b intersects the straight line 8d extending in the short direction of the grooved steel 7A. Two flanges 8a of the grooved steel 7A are buckled on the inside of the grooved steel 7A until the two straight lines 8e forming the peaks contact each other with the two straight lines 8e as a mountain. Then, the web portion 8b is bent at a right angle with the straight line 8d as a fold line. Thereby, the L-shaped structural member 7 as shown in FIG. 3 is manufactured without welding.

特開2009−167787号公報JP 2009-167787 A

しかしながら、図1に示すようなL字型構造部材を製造するには、副資材が必要となって、資材管理が煩雑となる。また工程も複雑化するために、結果的にコスト高となってしまう。さらに、溶接法を採用するとヒュームが発生するために作業環境が悪化するといった問題点もある。   However, in order to manufacture an L-shaped structural member as shown in FIG. 1, a secondary material is required, and material management becomes complicated. In addition, the process becomes complicated, resulting in high costs. Further, when the welding method is employed, there is a problem that the working environment is deteriorated because fume is generated.

図2に示すような方法では、フランジ部5aの切り欠き6の端部を突き合わせたとき、当該突き合わせ面にずれが生じやすく、また、ずれた結果、強度が不安定になってしまう。そこで、ずれを解消して所要の強度を安定的に発現させるために、突き合わせた部分を溶接接合している。この方法も切り欠きを入れる分だけ手間がかかってしまう上に、溶接によると、熱やひずみによって、メッキが消滅して作業環境の悪化にも繋がっている。また、溶接部の仕上げや補修が必要となる。   In the method shown in FIG. 2, when the end portions of the notches 6 of the flange portion 5a are brought into contact with each other, the abutting surfaces are easily displaced, and as a result of the displacement, the strength becomes unstable. Therefore, in order to eliminate the deviation and stably develop the required strength, the butted portions are welded together. This method also takes time and effort as much as the notch is made, and in the case of welding, plating disappears due to heat and strain, leading to deterioration of the working environment. In addition, it is necessary to finish or repair the weld.

図3に示す溶接作業を必要としない製造方法では、折り曲げて座屈されたフランジ部8aが閉じる方向(L字型構造部材7の曲げ角度が小さくなる方向)への荷重には溶接接合並みの強度を有している。しかし、座屈させたフランジ部8aが開く方向(L字型構造部材7の曲げ角度が大きくなる方向)の荷重に対しては、十分な強度が得られない。   In the manufacturing method which does not require the welding operation shown in FIG. 3, the load in the direction in which the bent and buckled flange portion 8a is closed (the direction in which the bending angle of the L-shaped structural member 7 is reduced) Has strength. However, sufficient strength cannot be obtained with respect to the load in the direction in which the buckled flange portion 8a opens (the direction in which the bending angle of the L-shaped structural member 7 increases).

また、家電のフレーム等に用いられるL字型構造部材は、主に山形鋼を素材として成形されている。山形鋼を曲げてL字型構造部材を製造する場合も、溝形鋼を素材とする場合と同様の問題点がある。   In addition, L-shaped structural members used for home appliance frames and the like are mainly formed from angle steel. Even when an L-shaped structural member is manufactured by bending an angle steel, there are the same problems as when a grooved steel is used as a raw material.

本発明は、このような問題を解消すべく案出されたものであり、溝形鋼や山形鋼といった形鋼を素材とし、所定の強度を有し、簡便かつ作業環境を悪化させることなく製造可能なL字型構造部材の製造方法及びL字型構造部材を提供することを目的とする。   The present invention has been devised to solve such problems, and is made of a shape steel such as a grooved steel or an angle steel, has a predetermined strength, and is manufactured simply and without deteriorating the working environment. An object of the present invention is to provide an L-shaped structural member manufacturing method and an L-shaped structural member.

本発明は、長手方向に延びるウェブ部と、前記ウェブ部の長手方向に延びる側辺のうちの少なくとも一方に沿って設けられたフランジ部と、を有する形鋼を、前記形鋼の短手方向に延びる第1直線に沿って折り曲げて形成されるL字型構造部材の製造方法であって、折り曲げる際に、前記フランジ部において、前記側辺と前記第1直線との交点から互いに所定の角度をなす方向に延びる2つの直線を座屈起点として、前記2つの直線の間の部分を前記ウェブ部側に座屈させて座屈部を形成し、形成された前記座屈部を、前記フランジ部の内面に沿う方向に折り曲げる、L字型構造部材の製造方法である。   The present invention relates to a structural steel having a web portion extending in the longitudinal direction and a flange portion provided along at least one of the side sides extending in the longitudinal direction of the web portion. A method of manufacturing an L-shaped structural member formed by being bent along a first straight line extending in the direction of the flange portion at a predetermined angle from the intersection of the side and the first straight line when bent. The buckling portion is formed by buckling the portion between the two straight lines toward the web portion side with the two straight lines extending in the direction forming the buckling, and the formed buckling portion is connected to the flange. It is a manufacturing method of the L-shaped structural member bent in the direction along the inner surface of a part.

前記第1直線を折り起点とした折り曲げ角度が90度であってもよい。   The folding angle with the first straight line as the fold point may be 90 degrees.

前記形鋼は溝形鋼であってもよい。   The section steel may be channel steel.

前記形鋼は山形鋼であってもよい。   The section steel may be an angle steel.

本発明は、また、長手方向に延びるウェブ部と、前記ウェブ部の長手方向に延びる側辺のうちの少なくとも一方に沿って設けられたフランジ部と、を有する形鋼を、前記形鋼の短手方向に延びる第1直線に沿って折り曲げて形成されるL字型構造部材であって、折り曲げる際に、前記フランジ部において、前記側辺と前記第1直線との交点から互いに所定の角度をなす方向に延びる2つの直線を座屈起点として前記ウェブ部側に形成された座屈部が、前記フランジ部の内面に沿う方向に折り曲げられている、L字型構造部材である。   The present invention also provides a section steel having a web portion extending in the longitudinal direction and a flange portion provided along at least one of the side sides extending in the longitudinal direction of the web portion. An L-shaped structural member formed by being bent along a first straight line extending in the hand direction, and at the time of bending, the flange portion has a predetermined angle from the intersection of the side and the first straight line. A buckling portion formed on the web portion side with two straight lines extending in a direction formed as a buckling starting point being bent in a direction along the inner surface of the flange portion.

本発明によると、溝形鋼や山形鋼といった形鋼を素材とし、所定の強度を有し、簡便かつ作業環境を悪化させることなく製造可能なL字型構造部材の製造方法及びL字型構造部材を提供することができる。   According to the present invention, a manufacturing method and an L-shaped structure of an L-shaped structural member that is made of a shape steel such as a grooved steel and an angle steel, has a predetermined strength, can be manufactured easily and without deteriorating the working environment. A member can be provided.

従来技術における、2本の溝形鋼の端部同士を嵌合して形成したL字型構造部材の構造を説明する図である。It is a figure explaining the structure of the L-shaped structural member formed by fitting the edge parts of two channel steels in a prior art. 従来技術における、切欠き形成と溶接を組み合わせて形成したL字型構造部材の製造方法を説明する図である。It is a figure explaining the manufacturing method of the L-shaped structural member formed combining notch formation and welding in a prior art. 従来技術における、L字型構造部材の斜視図である。It is a perspective view of the L-shaped structural member in a prior art. 第1実施形態のL字型構造部材の斜視図である。It is a perspective view of the L-shaped structure member of a 1st embodiment. L字型構造部材の製造方法の概要を説明する図である。It is a figure explaining the outline | summary of the manufacturing method of an L-shaped structural member. L字曲げ装置の全体を示す図である。It is a figure which shows the whole L-shaped bending apparatus. 折り曲げ装置を示す図である。It is a figure which shows a bending apparatus. L字曲げ装置を用いて図5(d)の状態までを行う工程を示した図である。It is the figure which showed the process of performing to the state of FIG.5 (d) using an L-shaped bending apparatus. 折り曲げ装置を用いて、図5(d)の状態を図5(e)のように折り曲げる工程を示した図である。It is the figure which showed the process of bend | folding the state of FIG.5 (d) like FIG.5 (e) using a bending apparatus. 第2実施形態のL字曲げ装置を用いて山形鋼をL字型に折り曲げるまでを行う工程を示した図である。It is the figure which showed the process performed until it folds an angle iron into L shape using the L-shaped bending apparatus of 2nd Embodiment. 第2実施形態の折り曲げ装置を用いて、L字型に折り曲げられた山形鋼における座屈部を折り曲げる工程を示した図である。It is the figure which showed the process of bending the buckling part in the angle iron bent by the L shape using the bending apparatus of 2nd Embodiment.

(第1実施形態)
以下、本発明の第1実施形態のL字型構造部材10の製造方法及びL字型構造部材10について説明する。第1実施形態は、溝形鋼10Aを折り曲げることにより、L字型構造部材10を製造する方法、及び、溝形鋼10Aを折り曲げることにより製造されたL字型構造部材10に関する。図4は、第1実施形態のL字型構造部材10の斜視図である。図5はL字型構造部材10の製造方法の概要を説明する図である。
(First embodiment)
Hereinafter, the manufacturing method of the L-shaped structural member 10 and the L-shaped structural member 10 according to the first embodiment of the present invention will be described. The first embodiment relates to a method of manufacturing the L-shaped structural member 10 by bending the groove steel 10A and the L-shaped structural member 10 manufactured by bending the groove steel 10A. FIG. 4 is a perspective view of the L-shaped structural member 10 of the first embodiment. FIG. 5 is a diagram for explaining the outline of the manufacturing method of the L-shaped structural member 10.

L字型構造部材10の素材となる溝形鋼10Aは、図5(a)に示すように、長手方向に延びる板状部材を、長手方向に延びる2つの直線(交線L2)に沿って折り曲げて断面コの字状(U字状)に形成したものである。
溝形鋼10Aは、長手方向に延びるウェブ部12と、ウェブ部12の両側部においてウェブ部12に対して略直角に設けられ且つウェブ部12と同様に長手方向に延びるフランジ部13とを備える。なお、フランジ部13は、その幅の2倍がウェブ部12の幅を超えていないことが好ましい。その理由は、後述の座屈部14が形成された際に、両側の座屈部14が互いに接触する可能性があるからである。
As shown in FIG. 5A, the grooved steel 10A that is the material of the L-shaped structural member 10 is formed by extending a plate-like member extending in the longitudinal direction along two straight lines (intersection line L2) extending in the longitudinal direction. It is bent and formed into a U-shaped cross section.
The grooved steel 10 </ b> A includes a web portion 12 extending in the longitudinal direction, and flange portions 13 that are provided at substantially right angles to the web portion 12 on both sides of the web portion 12 and extend in the longitudinal direction in the same manner as the web portion 12. . In addition, it is preferable that twice the width of the flange portion 13 does not exceed the width of the web portion 12. This is because the buckling portions 14 on both sides may come into contact with each other when the later-described buckling portions 14 are formed.

溝形鋼10AをL字型に折り曲げて、L字型構造部材10にする際に、ウェブ部12は、短手方向に延びる第1直線L1に沿って折り曲げられる。この際、フランジ部13は、ウェブ部12との交線L2と第1直線L1とが交わる点Pから、互いに所定の角度αをなす方向に延びる2つの仮想線(直線)l,l(図5(b)及び(c)に示す)を座屈起点として仮想線lとlとが互いに当接するまで、又は近接するまで折り曲げられる。 When the grooved steel 10A is bent into an L-shape to form the L-shaped structural member 10, the web portion 12 is bent along a first straight line L1 extending in the short direction. At this time, the flange portion 13 has two imaginary lines (straight lines) l 2 and l 3 extending in a direction forming a predetermined angle α from a point P where the intersecting line L2 with the web portion 12 and the first straight line L1 intersect. (see FIG. 5 (b) and shown in (c)) until the imaginary line l 2 and l 3 are contact with each other as a seat屈起point, or folded to close.

この際、図5(c)に示すように、仮想線lは谷、仮想線l及びlは山になる。2つの仮想線lとlとの間の部分は、溝形鋼10Aの内側に座屈されて、座屈部14を形成する。ウェブ部12は、ウェブ部12の第1直線L1を挟んだ両側が互いに直交するまでに曲げられる。 At this time, as shown in FIG. 5 (c), imaginary lines l 1 valley, imaginary lines l 2 and l 3 is a mountain. A portion between the two imaginary lines l 2 and l 3 is buckled inside the grooved steel 10 </ b > A to form a buckled portion 14. The web portion 12 is bent until both sides of the web portion 12 across the first straight line L1 are orthogonal to each other.

なお、仮想線l,lは、点Pから、溝形鋼10Aの長手方向と垂直な仮想線lに対して実施形態では45度の方向に延びる直線である。すなわち、仮想線l及びlのなす角度αは90度である。180度から、この仮想線l及びlのなす角であるα(90度)を引いた角度がL字型構造部材10の折り曲げ角度θ(90度)となる。
なお、仮想線l及びlのなす角度αは90度に限定されない。角度αが他の角度の場合、180度からαを引いた角度が、L字型構造部材10の折り曲げ角度θとなる。
The imaginary lines l 2 and l 3 are straight lines extending from the point P in the direction of 45 degrees in the embodiment with respect to the imaginary line l 1 perpendicular to the longitudinal direction of the grooved steel 10A. That is, the angle α formed by the virtual lines l 2 and l 3 is 90 degrees. An angle obtained by subtracting α (90 degrees) that is an angle formed by the imaginary lines l 2 and l 3 from 180 degrees is a bending angle θ (90 degrees) of the L-shaped structural member 10.
Note that the angle α formed by the virtual lines l 2 and l 3 is not limited to 90 degrees. When the angle α is another angle, the angle obtained by subtracting α from 180 degrees is the bending angle θ of the L-shaped structural member 10.

逆の表現をすると、L字型構造部材10の、所望の折り曲げ角度θに応じて、角度αが、180度から所望の折り曲げ角度θを引いた角度となるように仮想線lとlとを描くことにより、L字型構造部材10を所望の折り曲げ角度θにすることができる。 In other words, according to the desired bending angle θ of the L-shaped structural member 10, the imaginary lines l 2 and l 3 are such that the angle α is an angle obtained by subtracting the desired bending angle θ from 180 degrees. The L-shaped structural member 10 can be set to a desired bending angle θ.

なお、仮想線lとlとの間の角度αが90度以外の場合、製造されたL字型構造部材10の折り曲げ角度θは直角にならない。 When the angle α between the virtual lines l 2 and l 3 is other than 90 degrees, the bending angle θ of the manufactured L-shaped structural member 10 does not become a right angle.

ここで、上述のように仮想線lとlとが互いに当接するまで座屈させる際に、図5(d)に示すように、座屈部14が内側に突出する。
この座屈部14を、図5(e)に示すように、フランジ部13の内面に沿う方向に折り曲げる。この際、フランジ部13の内面に十分に密着していることが好ましい。両側のフランジ部13の座屈部14を曲げる方向は限定されず、両側のフランジ部13を同じ方向に曲げてもよく、互いに異なる方向に曲げてもよい。
Here, when the buckling until the virtual line l 2 and l 3 as described above to abut one another, as shown in FIG. 5 (d), buckling 14 protrudes inward.
The buckling portion 14 is bent in a direction along the inner surface of the flange portion 13 as shown in FIG. At this time, it is preferable that the flange portion 13 is sufficiently adhered to the inner surface. The direction of bending the buckling portions 14 of the flange portions 13 on both sides is not limited, and the flange portions 13 on both sides may be bent in the same direction or in different directions.

(製造装置20,30)
次に、実施形態のL字型構造部材10を製造する装置について説明する。本実施形態では、金型であるL字曲げ装置20と、折り曲げ装置30と用いる。
図6は、L字曲げ装置20の全体を示す図である。図7は、折り曲げ装置30を示す図である。図8は、L字曲げ装置20を用いて図5(d)の状態までを行う工程を示した図であり、図9は、折り曲げ装置30を用いて、図5(d)の状態から座屈部14を図5(e)のように折り曲げる工程を示した図である。
(Manufacturing equipment 20, 30)
Next, an apparatus for manufacturing the L-shaped structural member 10 of the embodiment will be described. In the present embodiment, the L-shaped bending device 20 and the bending device 30 which are molds are used.
FIG. 6 is a diagram illustrating the entire L-shaped bending device 20. FIG. 7 is a view showing the bending apparatus 30. FIG. 8 is a diagram showing a process of performing the process up to the state of FIG. 5D using the L-shaped bending device 20, and FIG. 9 shows the process from the state of FIG. 5D using the bending device 30. It is the figure which showed the process of bending the bending part 14 like FIG.5 (e).

(L字曲げ装置20)
図6に示すように、L字曲げ装置20は、溝形鋼10Aを載置するために長手方向に配置される一対の回転ダイ23と、回転ダイ23の左右(側方)に配置される一対の予備曲げパンチ22と、回転ダイ23の上部に配置される曲げパンチ21と、を備える。
(L-shaped bending device 20)
As shown in FIG. 6, the L-shaped bending device 20 is disposed on a pair of rotating dies 23 disposed in the longitudinal direction in order to place the channel steel 10 </ b> A, and on the left and right (side) of the rotating die 23. A pair of preliminary bending punches 22 and a bending punch 21 disposed on the upper portion of the rotary die 23 are provided.

なお、図6及び図8に示すように、以下、説明のためL字曲げ装置20において溝形鋼10Aを加工する際にウェブ部12の長手方向となる方向を前後、短手方向となる方向を左右、それらと直交する方向を上下という。   As shown in FIGS. 6 and 8, for the sake of explanation, when the grooved steel 10 </ b> A is processed in the L-shaped bending apparatus 20, the longitudinal direction of the web portion 12 is defined as the longitudinal direction and the lateral direction. Is the left and right, and the direction perpendicular to them is the up and down.

(回転ダイ23)
一対の回転ダイ23は、溝形鋼10Aのウェブ部12の折り曲げ線となる第1直線L1を挟んで前側に配置される回転ダイ23Aと、後ろ側に配置される回転ダイ23Bとを有する。
回転ダイ23はそれぞれ、直方体部材の下部における左右に延びる一辺を含む部分が切断されたような形状のテーパ部24を有する。テーパ部24の角度βは約45度である。回転ダイ23の上面は長方形で、下面は上面より前後の長さが小さな長方形で、左右の側面はそれぞれ台形である。
前側の回転ダイ23Aは、後面にテーパ部24Aが設けられ、後側の回転ダイ23Bは、前面にテーパ部24Bが設けられている。
回転ダイ23の左右方向の幅は、溝形鋼10Aのウェブ部12の左右方向の幅よりわずかに狭い。したがって、回転ダイ23は、図8に示すように、溝形鋼10Aのコの字の開口側の内部に配置可能である。
(Rotating die 23)
The pair of rotating dies 23 includes a rotating die 23A disposed on the front side and a rotating die 23B disposed on the rear side with the first straight line L1 serving as a folding line of the web portion 12 of the channel steel 10A interposed therebetween.
Each of the rotary dies 23 has a tapered portion 24 having a shape such that a portion including one side extending in the left and right direction in the lower portion of the rectangular parallelepiped member is cut. The angle β of the tapered portion 24 is about 45 degrees. The upper surface of the rotary die 23 is rectangular, the lower surface is a rectangle whose front and rear lengths are smaller than the upper surface, and the left and right side surfaces are trapezoidal.
The front rotating die 23A is provided with a taper portion 24A on the rear surface, and the rear rotating die 23B is provided with a taper portion 24B on the front surface.
The width in the left-right direction of the rotary die 23 is slightly narrower than the width in the left-right direction of the web portion 12 of the channel steel 10A. Therefore, as shown in FIG. 8, the rotary die 23 can be arranged inside the U-shaped opening side of the channel steel 10A.

(予備曲げパンチ22)
一対の予備曲げパンチ22は、それぞれ、直角三角柱における直角三角形の面の一方に三角錐を結合したような6面体形状を有する。三角錐の底辺となる2辺(直角三角形の直角を挟んだ2辺)は、仮想線l及びlを形成するための辺m及びmである。直角三角形の頂点から辺m及びmの間を延びる辺mは、仮想線lを形成する。なお、予備曲げパンチ22の各角部(各辺)にR形状に形成することが望ましい。
(Preliminary bending punch 22)
Each of the pair of pre-bending punches 22 has a hexahedral shape in which a triangular pyramid is coupled to one of the surfaces of a right triangle in a right triangular prism. Two sides (two sides sandwiching the right angle of the right triangle) that are the bases of the triangular pyramid are sides m 2 and m 3 for forming virtual lines l 2 and l 3 . The side m 1 extending between the sides m 2 and m 3 from the vertex of the right triangle forms an imaginary line l 1 . Note that it is desirable to form an R shape at each corner (each side) of the pre-bending punch 22.

(曲げパンチ21)
曲げパンチ21は、矩形部材の下部にV溝21Aが形成された形状を有する。曲げパンチ21の幅(左右の幅)は、溝形鋼10Aのウェブ部12の幅より若干広いことが望ましい。なお、かじり等による外観不良を防止するためにはV溝21Aの角部であるパンチ肩部分に適度なRを取っておくことが望ましい。
(Bending punch 21)
The bending punch 21 has a shape in which a V-groove 21A is formed in the lower part of a rectangular member. The width (left and right width) of the bending punch 21 is preferably slightly larger than the width of the web portion 12 of the channel steel 10A. In order to prevent appearance defects due to galling or the like, it is desirable to leave an appropriate R at the punch shoulder portion which is the corner portion of the V groove 21A.

(折り曲げ装置30)
折り曲げ装置30は、フランジ部13の内面側に突出した座屈部14を、フランジ部13の内面と平行になるように折り曲げて、フランジ部13の内面側に沿うようにする金型である。
折り曲げ装置30は、図7及び図9に示すように、フランジ部13の外面とウェブ部12の外面とを拘束する拘束金型33と、座屈部14をフランジの内側に沿うように変形させるパンチ34とを備える。
拘束金型33は、直方体部材に溝形鋼10Aの左右幅と略同じ幅の溝部36を設けた断面コの字型の部材である。
パンチ34は、一対の側面の先端側に、座屈部14を収容する切り欠き部35が形成された直方体形状に形成される。このパンチ34は、溝部36を摺動可能な大きさに構成される。切り欠き部35は、フランジ部13の内側に沿うように折り曲げた座屈部14を収容できる大きさである。
なお、かじり等を抑制するために、パンチ34における切り欠き部35が形成された部分の角部(パンチ肩部)には、適当なRを取っておくことが望ましい。
(Bending device 30)
The bending device 30 is a mold that bends the buckling portion 14 protruding toward the inner surface side of the flange portion 13 so as to be parallel to the inner surface of the flange portion 13 and follows the inner surface side of the flange portion 13.
As shown in FIGS. 7 and 9, the bending device 30 deforms the constraining mold 33 that restrains the outer surface of the flange portion 13 and the outer surface of the web portion 12 and the buckling portion 14 along the inside of the flange. And a punch 34.
The constraining mold 33 is a U-shaped member having a rectangular parallelepiped member provided with a groove portion 36 having a width substantially the same as the lateral width of the grooved steel 10A.
The punch 34 is formed in a rectangular parallelepiped shape in which a notch portion 35 for accommodating the buckling portion 14 is formed on the distal end side of the pair of side surfaces. The punch 34 is configured to be slidable in the groove 36. The cutout portion 35 has a size that can accommodate the buckled portion 14 that is bent along the inside of the flange portion 13.
In order to suppress galling or the like, it is desirable to leave an appropriate R at the corner (punch shoulder) of the portion of the punch 34 where the notch 35 is formed.

(製造方法)
(回転ダイ配置)
上述のL字曲げ装置20と、折り曲げ装置30とを用いてL字型構造部材10を製造する製造方法について説明する。
図8(a)に示すように、一対の回転ダイ23を、それぞれの上面が互いに水平になるようにして、テーパ部24が対向するように配置する。
この際、回転ダイ23Aのテーパ部24Aと回転ダイ23Bとのテーパ部24Bとの間は、加工後の座屈部14が変形しないように、フランジ部13の板厚以上の隙間を取っておく。
(Production method)
(Rotating die placement)
The manufacturing method which manufactures the L-shaped structural member 10 using the above-mentioned L-shaped bending apparatus 20 and the bending apparatus 30 is demonstrated.
As shown in FIG. 8A, the pair of rotating dies 23 are arranged so that the taper portions 24 face each other such that their upper surfaces are horizontal to each other.
At this time, a gap larger than the plate thickness of the flange portion 13 is provided between the tapered portion 24A of the rotating die 23A and the tapered portion 24B of the rotating die 23B so that the buckled portion 14 after processing is not deformed. .

一対の回転ダイ23の上に、コの字の開口を回転ダイ23に向けて溝形鋼10Aを配置する。この際、曲げ加工位置である第1直線L1が、回転ダイ23Aと回転ダイ23Bとの間に位置するようにする。   On the pair of rotary dies 23, the grooved steel 10 </ b> A is disposed with the U-shaped opening facing the rotary die 23. At this time, the first straight line L1, which is a bending position, is positioned between the rotary die 23A and the rotary die 23B.

(予備曲げ加工)
一対の予備曲げパンチ22を、辺mが第1直線L1の位置に来るようにして、溝形鋼10Aのフランジ部13の左右に、互いの錐部分が対向するようにして配置する。予備曲げパンチ22の斜面と、回転ダイ23のテーパ部24に対するクリアランスは、溝形鋼10Aの板厚以上とする。
この状態で、一対の予備曲げパンチ22を互いに近接させる方向に移動させて、予備曲げパンチ22をフランジ部13に押し当てる。これにより、フランジ部13に予備曲げ加工が施される(図8(b))。
予備曲げ加工において、フランジ部13に、仮想線lに沿った谷部が形成され、仮想線l及びlに沿った山部が形成される。
なお、この予備曲げ加工は、被加工材16をL字型に曲げる際にフランジを優先的に座屈させ、L字型構造部材10の角度を調整するために行うものであって、フランジ部13が破断しない程度の変形量で行うことが好ましい。
予備曲げ加工後、予備曲げパンチ22をフランジ部13から離間させる。
(Preliminary bending)
A pair of pre-bending punch 22, sides m 1 is then to come to the position of the first straight line L1, the left and right flange portions 13 of Mizokatachiko 10A, cone portions to each other are arranged so as to face. The clearance with respect to the slope of the pre-bending punch 22 and the taper portion 24 of the rotary die 23 is equal to or greater than the thickness of the channel steel 10A.
In this state, the pair of preliminary bending punches 22 is moved in a direction in which they are close to each other, and the preliminary bending punches 22 are pressed against the flange portion 13. Thereby, a pre-bending process is given to the flange part 13 (FIG.8 (b)).
In the preliminary bending process, a valley portion along the imaginary line l 1 is formed in the flange portion 13, and a mountain portion along the imaginary lines l 2 and l 3 is formed.
The preliminary bending process is performed to preferentially buckle the flange when the workpiece 16 is bent into an L shape, and to adjust the angle of the L-shaped structural member 10. It is preferable to carry out with a deformation amount such that 13 does not break.
After the preliminary bending process, the preliminary bending punch 22 is separated from the flange portion 13.

(曲げパンチ配置)
図8(c)に示すように、予備曲げ加工後、回転ダイ23及び溝形鋼10Aの上にV溝21Aが溝形鋼10Aの側に向くようにして曲げパンチ21を配置する。このとき、曲げパンチ21のV溝21Aの再奥部(Vの角部分)が、第1直線L1上に位置するようにする。
(Bending punch arrangement)
As shown in FIG. 8C, after the preliminary bending process, the bending punch 21 is disposed on the rotary die 23 and the grooved steel 10A so that the V-groove 21A faces the grooved steel 10A. At this time, the rear part (V corner) of the V groove 21A of the bending punch 21 is positioned on the first straight line L1.

(曲げパンチ押圧)
図8(d)に示すように、溝形鋼10Aに対して、曲げパンチ21を相対的に近づく方向に移動させ、溝形鋼10Aに対して上方より曲げパンチ21を押し込む。
この時、両回転ダイ23は曲げパンチ21のV溝21Aに沿うようにして、V溝21Aの中央部(パンチ肩部)を中心として回転する。これに伴い、両フランジ部のlとlとの間の部分が折り込まれて座屈される。
これにより、lとlとの間の部分である座屈部14が回転ダイ23のテーパ部24により挟み込まれるようにして成形される。この際、一対の回転ダイ23は、上述のようにテーパ部24を有しているので、回転後においても互いに接触しない。
(Bending punch press)
As shown in FIG. 8D, the bending punch 21 is moved in a direction relatively approaching the grooved steel 10A, and the bending punch 21 is pushed into the grooved steel 10A from above.
At this time, both rotary dies 23 rotate around the central portion (punch shoulder) of the V-groove 21 </ b> A along the V-groove 21 </ b> A of the bending punch 21. Along with this, a portion between l 2 and l 3 of both flange portions is folded and buckled.
Thus, the buckling portion 14, which is a portion between l 2 and l 3 , is formed so as to be sandwiched by the taper portion 24 of the rotary die 23. At this time, since the pair of rotating dies 23 have the tapered portion 24 as described above, they do not contact each other even after rotation.

曲げ加工後、曲げパンチ21を上昇させてL字型構造部材10を取り出す。この状態で、両フランジ部13の座屈部14は、図5(d)に示すように、フランジ部13に対してウェブ部12側に突出している。   After bending, the bending punch 21 is raised and the L-shaped structural member 10 is taken out. In this state, the buckling portions 14 of both flange portions 13 protrude toward the web portion 12 with respect to the flange portion 13 as shown in FIG.

次いで、図7及び図9に示す折り曲げ装置30の拘束金型33の溝部36内に、折り曲げられた溝形鋼10Aを設置する。そして、図9(a)に示すように溝形鋼10Aのフランジ部13の内側に、パンチ34を下降させる。パンチ34が下降すると、図9(b)に示すように、フランジ部13の内側に突出している座屈部14はフランジ部13の内面に沿うように折り曲げられ、折り曲げられた座屈部14は、曲げパンチ21の切り欠き部35に収納される。
曲げパンチ21による座屈部14の折り曲げが完了した後、図9(c)に示すように、曲げパンチ21を上昇させ、完成したL字型構造部材10を取出す。
以上のようにして、図4に示す、L字型構造部材10が製造される。
Next, the folded channel steel 10A is installed in the groove 36 of the restraining mold 33 of the folding device 30 shown in FIGS. Then, as shown in FIG. 9A, the punch 34 is lowered inside the flange portion 13 of the channel steel 10A. When the punch 34 is lowered, as shown in FIG. 9B, the buckling portion 14 protruding inside the flange portion 13 is bent along the inner surface of the flange portion 13, and the bent buckling portion 14 is The bent punch 21 is housed in the notch 35.
After the folding of the buckling portion 14 by the bending punch 21 is completed, the bending punch 21 is raised as shown in FIG. 9C, and the completed L-shaped structural member 10 is taken out.
As described above, the L-shaped structural member 10 shown in FIG. 4 is manufactured.

本実施形態により製造されたL字型構造部材10は、座屈部14が、フランジ部13の内面に沿うように折り曲げられている。折り曲げる前の図5(d)の状態の場合、図中矢印で示すように、L字型構造部材10の折り曲げ角度θが広がる方向に力が加わった場合、座屈部14に対して力が垂直に働き、L字型構造部材10の折り曲げ角度θは広がりやすい。
しかし、折り曲げた後の図5(e)の状態の場合、図中矢印で示すように、座屈部14に対して力が平行に働き、L字型構造部材10の折り曲げ角度θは広がりにくい。したがってL字型構造部材10の強度が向上する。
The L-shaped structural member 10 manufactured according to the present embodiment is bent so that the buckling portion 14 is along the inner surface of the flange portion 13. In the state of FIG. 5D before bending, as shown by the arrow in the drawing, when a force is applied in the direction in which the bending angle θ of the L-shaped structural member 10 is widened, the force is applied to the buckling portion 14. It works vertically, and the bending angle θ of the L-shaped structural member 10 tends to spread.
However, in the state of FIG. 5 (e) after being bent, as indicated by an arrow in the drawing, the force acts in parallel with the buckling portion 14, and the bending angle θ of the L-shaped structural member 10 is difficult to spread. . Therefore, the strength of the L-shaped structural member 10 is improved.

また、本実施形態により製造されたL字型構造部材10は、切り欠きを形成することなく、フランジ部13を座屈させることで、L字型に形成される。したがって、図2に示した従来技術のように、切り欠きを形成した場合に生じるフランジ切り欠き端のズレに起因するような強度低下が発生しない。   Moreover, the L-shaped structural member 10 manufactured by this embodiment is formed in an L shape by buckling the flange portion 13 without forming a notch. Therefore, unlike the prior art shown in FIG. 2, there is no reduction in strength due to the flange notch end shift that occurs when the notch is formed.

したがって、高強度のL字型構造部材10を低コストで得られる。
なお、さらに高い剛性を必要とする場合には、フランジ内側面に沿うように折り曲げられた折込みフランジ部13を、かしめやリベット接合等によって機械的に接合してもよいし、曲げ線部あるいは折込みフランジ部13を溶接接合してもよい。
Therefore, the high-strength L-shaped structural member 10 can be obtained at low cost.
When higher rigidity is required, the folded flange portion 13 bent along the inner surface of the flange may be mechanically joined by caulking, rivet joining, etc. The flange portion 13 may be welded.

本実施形態では、L字型構造部材10の製造において、金型を用いたので、画一的な製造を容易に行うことができる。また形状精度及び強度に優れたL字型構造部材10を製造することができる。   In the present embodiment, since the mold is used in manufacturing the L-shaped structural member 10, uniform manufacturing can be easily performed. Moreover, the L-shaped structural member 10 excellent in shape accuracy and strength can be manufactured.

なお、本発明によるL字型への曲げ方法を一つの溝形鋼10Aや後述の山形鋼に複数回適用することによりを用いることにより、コ字型構造部材やロ字型構造部材も低コストかつ安定して製造することができる。
すなわち、本発明によるL字型曲げ方法を、一つの溝形鋼10Aや山形鋼に二回施すことによりコ字型構造部材が、一つの溝形鋼10Aや山形鋼に三回施すことによりロ字型構造部材を、低コストかつ安定して製造することができる。
したがって、本発明によると、プレハブ住宅用外壁フレーム、住宅の非耐力壁フレーム等の住宅用鋼製構造部材や、家電フレームやパレットの面材等の強度が必要な部材を低コストで安定的に供給することができるようになる。ゆえに、鋼材の住宅関連部材や高強度の家電の筐体等への適用範囲の拡大に繋がる。
In addition, by using the method of bending the L-shape according to the present invention by applying it to a single grooved steel 10A or a later-described angle-shaped steel a plurality of times, the U-shaped structural member and the R-shaped structural member are also low in cost. And it can manufacture stably.
That is, by applying the L-shaped bending method according to the present invention twice to one grooved steel 10A or angle steel, the U-shaped structural member is applied three times to one grooved steel 10A or angle steel. A character-shaped structural member can be manufactured stably at low cost.
Therefore, according to the present invention, a structural member made of steel such as a prefabricated housing outer wall frame, a non-bearing wall frame of a house, and a member that requires strength such as a home frame or a pallet face material can be stably manufactured at low cost. Will be able to supply. Therefore, it leads to the expansion of the application range to the housing-related member of steel materials, the housing | casing of a high intensity | strength household appliance, etc.

(第2実施形態)
第2実施形態は、山形鋼110Aを折り曲げることによりL字型構造部材110を製造する方法、及び、山形鋼110Aを折り曲げることにより製造されたL字型構造部材110に関する。
図10は図8に対応し、第2実施形態のL字曲げ装置を用いて山形鋼110AをL字型に折り曲げるまでを行う工程を示した図である。
図11は図9に対応し、第2実施形態の折り曲げ装置130を用いて、L字型に折り曲げられた山形鋼110Aにおける座屈部114を折り曲げる工程を示した図である。
第2実施形態が第1実施形態と異なる点は、L字型構造部材110の素材が山形鋼110Aである点、及びそれに伴い、L字曲げ装置120の回転ダイ123の左右の幅が、ウェブ部112より広い点、フランジ部113を回転ダイ123の反対側から保持するための保持部125が設けられている点、仮想線を引く予備曲げパンチ122が一つである点、である。他の部分については同様であるので説明を省略する。
(Second Embodiment)
The second embodiment relates to a method of manufacturing the L-shaped structural member 110 by bending the angle steel 110A and the L-shaped structural member 110 manufactured by bending the angle steel 110A.
FIG. 10 corresponds to FIG. 8 and is a view showing a process of performing the process until the angle steel 110A is bent into an L shape using the L-shaped bending apparatus of the second embodiment.
FIG. 11 corresponds to FIG. 9 and shows a step of bending the buckling portion 114 of the angle steel 110A bent into an L shape using the bending device 130 of the second embodiment.
The second embodiment differs from the first embodiment in that the material of the L-shaped structural member 110 is an angle steel 110A, and accordingly, the left and right widths of the rotary die 123 of the L-shaped bending device 120 are webs. A point wider than the part 112, a point provided with a holding part 125 for holding the flange part 113 from the opposite side of the rotary die 123, and a point that there is one pre-bending punch 122 for drawing a virtual line. The other parts are the same and will not be described.

第2実施形態の製造方法も第1実施形態とほぼ同様である。異なる点は図10(b)のように。山形鋼11を回転ダイ123に保持する際に、フランジ部113を回転ダイ123の反対側から保持するように、保持部125を配置する点である。その他の製造工程は第1実施形態と同様であるので説明を省略する。
第2実施形態によると、山形鋼110Aを素材とし、図11(c)に示すように、座屈部114がフランジ部113に沿って折り曲げられたL字型構造部材110を製造することができる。図11(d)は山形鋼110Aから製造されたL字型構造部材110である。
この第2実施形態のL字型構造部材110も、第1実施形態のL字型構造部材10と同様の効果を有する。
The manufacturing method of the second embodiment is substantially the same as that of the first embodiment. The difference is as shown in FIG. When the angle steel 11 is held on the rotary die 123, the holding portion 125 is arranged so that the flange portion 113 is held from the opposite side of the rotary die 123. Since other manufacturing processes are the same as those in the first embodiment, description thereof is omitted.
According to the second embodiment, it is possible to manufacture the L-shaped structural member 110 in which the buckling portion 114 is bent along the flange portion 113 as shown in FIG. . FIG. 11D shows an L-shaped structural member 110 manufactured from the angle steel 110A.
The L-shaped structural member 110 of the second embodiment also has the same effect as the L-shaped structural member 10 of the first embodiment.

L1 第1直線
仮想線
仮想線(直線)
仮想線(直線)
10 L字型構造部材
10A 溝形鋼(形鋼)
12 ウェブ部
13 フランジ部
14 座屈部
16 被加工材
20 L字曲げ装置
21 パンチ
21A 溝
22 パンチ
23 回転ダイ
24 テーパ部
28 平成
30 折り曲げ装置
33 拘束金型
34 パンチ
35 欠き部
36 溝部
110 L字型構造部材
110A 山形鋼(形鋼)
112 ウェブ部
113 フランジ部
114 座屈部
120 装置
122 パンチ
123 回転ダイ
125 保持部
130 折り曲げ装置
L1 1st straight line l 1 imaginary line l 2 imaginary line (straight line)
l 3 virtual lines (straight line)
10 L-shaped structural member 10A Channel steel (section steel)
DESCRIPTION OF SYMBOLS 12 Web part 13 Flange part 14 Buckling part 16 Work material 20 L-shaped bending apparatus 21 Punch 21A Groove 22 Punch 23 Rotating die 24 Taper part 28 Heisei 30 Bending apparatus 33 Restraint metal mold 34 Punch 35 Notch part 36 Groove part 110 L-shape Mold structural member 110A Angle steel (section steel)
112 Web portion 113 Flange portion 114 Buckling portion 120 Device 122 Punch 123 Rotating die 125 Holding portion 130 Bending device

Claims (5)

長手方向に延びるウェブ部と、前記ウェブ部の長手方向に延びる側辺のうちの少なくとも一方に沿って設けられたフランジ部と、を有する形鋼を、前記形鋼の短手方向に延びる第1直線に沿って折り曲げて形成されるL字型構造部材の製造方法であって、
折り曲げる際に、前記フランジ部上において、前記側辺と前記第1直線との交点から互いに所定の角度をなす方向に延びる2つの直線を座屈起点として、前記2つの直線の間の部分を前記ウェブ部側に座屈させて座屈部を形成し、
形成された前記座屈部を、前記フランジ部の内面に沿う方向に折り曲げる、
L字型構造部材の製造方法。
A shape steel having a web portion extending in the longitudinal direction and a flange portion provided along at least one of the side sides extending in the longitudinal direction of the web portion is a first shape extending in the short direction of the shape steel. A method of manufacturing an L-shaped structural member formed by bending along a straight line,
When bending, on the flange portion, two straight lines extending in a direction forming a predetermined angle from the intersection of the side and the first straight line are used as buckling starting points, and the portion between the two straight lines is Buckling the web part side to form a buckled part,
Bending the formed buckled portion in a direction along the inner surface of the flange portion;
Manufacturing method of L-shaped structural member.
前記第1直線を折り起点とした折り曲げ角度が90度である、
請求項1に記載のL字型構造部材の製造方法。
The bending angle with the first straight line as a fold point is 90 degrees,
The manufacturing method of the L-shaped structure member of Claim 1.
前記形鋼は溝形鋼である、
請求項1又は2に記載のL字型構造部材の製造方法。
The shape steel is channel steel,
The manufacturing method of the L-shaped structure member of Claim 1 or 2.
前記形鋼は山形鋼である、
請求項1又は2に記載のL字型構造部材の製造方法。
The shape steel is an angle steel.
The manufacturing method of the L-shaped structure member of Claim 1 or 2.
長手方向に延びるウェブ部と、前記ウェブ部の長手方向に延びる側辺のうちの少なくとも一方に沿って設けられたフランジ部と、を有する形鋼を、前記形鋼の短手方向に延びる第1直線に沿って折り曲げて形成されるL字型構造部材であって、
折り曲げる際に、前記フランジ部において、前記側辺と前記第1直線との交点から互いに所定の角度をなす方向に延びる2つの直線を座屈起点として前記ウェブ部側に形成された座屈部が、前記フランジ部の内面に沿う方向に折り曲げられている、
L字型構造部材。
A shape steel having a web portion extending in the longitudinal direction and a flange portion provided along at least one of the side sides extending in the longitudinal direction of the web portion is a first shape extending in the short direction of the shape steel. An L-shaped structural member formed by bending along a straight line,
When bending, a buckling portion formed on the web portion side at the flange portion with two straight lines extending in a direction forming a predetermined angle from the intersection of the side and the first straight line as a starting point. , Bent in a direction along the inner surface of the flange portion,
L-shaped structural member.
JP2016058745A 2016-03-23 2016-03-23 L-shaped structural member manufacturing method and L-shaped structural member Active JP6401729B2 (en)

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