JP3527498B2 - Angle bracket - Google Patents

Angle bracket

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Publication number
JP3527498B2
JP3527498B2 JP2002032310A JP2002032310A JP3527498B2 JP 3527498 B2 JP3527498 B2 JP 3527498B2 JP 2002032310 A JP2002032310 A JP 2002032310A JP 2002032310 A JP2002032310 A JP 2002032310A JP 3527498 B2 JP3527498 B2 JP 3527498B2
Authority
JP
Japan
Prior art keywords
substrate
wall
arc wall
reinforcing ribs
reinforcing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2002032310A
Other languages
Japanese (ja)
Other versions
JP2003232084A (en
Inventor
明光 河野
Original Assignee
河野 隆明
河野 隆▲廣▼
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 河野 隆明, 河野 隆▲廣▼ filed Critical 河野 隆明
Priority to JP2002032310A priority Critical patent/JP3527498B2/en
Publication of JP2003232084A publication Critical patent/JP2003232084A/en
Application granted granted Critical
Publication of JP3527498B2 publication Critical patent/JP3527498B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、各種構造物にお
ける補強部材、連結部材、取付け部材、ブラケット等と
して用いられる汎用的な金具に関するものである。その
代表的な形状に基づきアングル形金具と称する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a general-purpose metal fitting used as a reinforcing member, a connecting member, a mounting member, a bracket, etc. in various structures. Based on its typical shape, it is called an angle fitting.

【0002】[0002]

【従来の技術】建築物、家具等の各種構造物のコーナ部
分における補強部材、連結部材又は取付け部材等とし
て、また、棚その他の構造物を壁面に取付けるブラケッ
トとしてアングル形金具が広く用いられている。このよ
うな用途に用いられるアングル形金具において軽量化、
低コスト化の観点から、比較的薄い金属板を用い、これ
に所要の強度と剛性をもたせるために補強リブを設ける
ことが従来から行なわれている(例えば、特開平11−
100921号公報参照)。
2. Description of the Related Art Angle type metal fittings are widely used as a reinforcing member, a connecting member or a mounting member in a corner portion of various structures such as buildings and furniture, and as a bracket for mounting shelves and other structures on a wall surface. There is. Weight reduction of angle type metal fittings used for such applications,
From the viewpoint of cost reduction, it has been conventionally practiced to use a relatively thin metal plate and provide reinforcing ribs on the metal plate so as to have required strength and rigidity (for example, JP-A-11-
(See Japanese Patent No. 100921).

【0003】[0003]

【発明が解決しようとする課題】しかし、従来のアング
ル形金具に形成される補強リブは、金属基板にプレス加
工により型押しを施すことにより部分的に塑性変形させ
て浅い凹所を形成した程度(リブの幅と高さの比率が1
程度)のものであり、補強機能が十分でない場合があ
り、その不足分は板厚を大きく選定することにより補わ
なければならないものであった。
However, the reinforcing ribs formed in the conventional angled metal fittings have a degree of forming a shallow recess by partially plastically deforming the metal substrate by pressing the metal plate by pressing. (Rib width to height ratio is 1
However, the reinforcement function may not be sufficient, and the shortage must be compensated by selecting a large plate thickness.

【0004】そこで、この発明は、上記の補強リブとし
て、その幅の大きさに対して数倍の高さをもったものを
深絞り加工により形成するのに適した形状を有するアン
グル形金具を提供することを課題とする。
Therefore, the present invention provides an angle-shaped metal fitting having a shape suitable for forming, by deep drawing, a reinforcing rib having a height several times as large as its width. The challenge is to provide.

【0005】[0005]

【課題を解決するための手段】上記の課題を解決するた
めに、この発明は、直角又はそれ以外の所定の角度関係
をもった2面の基板壁とその両者を連続させる一定曲率
の円弧壁とにより基板が形成され、該基板に上記2面の
基板壁にわたる補強リブを設けてなるアングル形金具に
おいて、上記補強リブは上記基板の裏面側から深絞り加
工することにより該基板表面に立ち上がった両側壁と、
その両側壁の上端間に形成される稜部とからなる中空形
状に形成され、その稜部は上記2面の基板壁上にそれぞ
れ存在する補強リブの両端部が最も低く、その両端部か
ら中間部に至るに従い次第に高くなり全体として前記円
弧壁の曲率より小さい曲率をもってわん曲している構成
を採用した。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention is directed to a two-faced substrate wall having a right angle or other predetermined angular relationship and an arc wall having a constant curvature for connecting both of them. In the angle-shaped metal fitting in which the substrate is formed by and the reinforcing ribs are provided on the substrate on the two surfaces of the substrate, the reinforcing rib rises on the surface of the substrate by deep drawing from the back side of the substrate. Both side walls,
It is formed in a hollow shape consisting of ridges formed between the upper ends of both side walls, and the ridges are the lowest at both ends of the reinforcing ribs present on the above-mentioned two sides of the substrate wall, respectively, and the middle from the both ends. A configuration is adopted in which the height gradually increases as it reaches the portion, and the curvature is smaller than that of the arc wall as a whole.

【0006】ここに、「直角又はそれ以外の所定の角度
関係」というのは、2面の基板壁面が直角の位置関係と
なるいわゆるアングル形のほか、鈍角又は鋭角の位置関
係となる場合も含む概念である。また、「曲率」という
場合の曲率半径の中心は、2面の基板壁面の位置関係を
規定する上記角度を挟む空間内に存在する。
The term "right angle or other predetermined angular relationship" includes not only the so-called angle shape in which the two wall surfaces of the substrate are in a right angle position, but also the obtuse angle or an acute angle. It is a concept. Further, the center of the radius of curvature in the case of "curvature" exists in the space sandwiching the above angle that defines the positional relationship between the two substrate wall surfaces.

【0007】上記構成のアングル形金具は、補強リブが
その全長にわたりわん曲して形成され、その絞り率は長
さ方向の中央部分で最も大きく、両端部に至るにしたが
い円弧状に次第に小さくなっている。このように曲率が
円弧状に変化するものであることによって、直線状の補
強リブ(例えば、稜線が基板壁面に対し45度に傾斜し
た直線状のリブ)に比べて、傾斜角の変化が小さくなる
ため、深絞り加工時においてシワや破れが発生し難い利
点があり、円滑な深絞り加工を行うことができる。
In the angle-shaped metal fitting having the above structure, the reinforcing rib is formed by bending over the entire length thereof, and the drawing ratio is the largest in the central portion in the length direction, and gradually decreases in an arc shape along the both ends. ing. Since the curvature changes in an arc shape as described above, the change in the inclination angle is smaller than that of a linear reinforcing rib (for example, a linear rib whose ridge line is inclined at 45 degrees with respect to the substrate wall surface). Therefore, there is an advantage that wrinkles and tears do not easily occur during deep drawing, and smooth deep drawing can be performed.

【0008】また、上記の補強リブが2箇所に平行に設
けられ、両方の補強リブ間の基板に各補強リブの各端部
と上記円弧壁の各端部との中間部に立ち上がり起点を有
しその起点から次第に立ち上がる中間円弧壁が形成さ
れ、その中間円弧壁の曲率が、上記基板の円弧壁と補強
リブの各曲率の中間の大きさに形成した構成を採ること
ができる。このように、補強リブを2箇所に設けること
により、その強度、剛性は1個所に設ける場合に比べ倍
加される。この場合、両方の補強リブ間の基板部分は、
深絞り加工時に両側の補強リブ成形のためにその部分の
素材金属が両側に引き込まれるため破れが発生しやすい
部分となるが、この発明においては、中間の大きさの曲
率をもった中間円弧壁を設けることにより、各補強リブ
の内側壁の高さが外側壁の高さより低くなるので、それ
だけ絞り込み量が少なくなり、破れの発生し難い安定し
た深絞り加工を行うことができる。
Further, the above-mentioned reinforcing ribs are provided in parallel at two places, and a starting point is provided at an intermediate portion between each end of each reinforcing rib and each end of the arc wall on the substrate between both reinforcing ribs. An intermediate arc wall gradually rising from the starting point is formed, and the curvature of the intermediate arc wall can be set to an intermediate size between the curvatures of the arc wall of the substrate and the reinforcing ribs. In this way, by providing the reinforcing ribs at two places, the strength and rigidity thereof are doubled as compared with the case where they are provided at one place. In this case, the substrate part between both reinforcing ribs is
In the deep drawing process, since the raw material metal of that part is drawn in to both sides due to the forming of the reinforcing ribs on both sides, it becomes a part where breakage easily occurs, but in the present invention, in the present invention, the intermediate arc wall having the intermediate curvature. Since the height of the inner wall of each reinforcing rib becomes lower than the height of the outer wall of the reinforcing rib, the amount of drawing is reduced accordingly, and stable deep drawing can be performed in which breakage is unlikely to occur.

【0009】また、上記補強リブの各端部と基板端辺の
間、及び上記中間円弧壁の立ち上がり起点においてそれ
ぞれ取付け穴を設け、これらの取付け穴のいずれかにお
いて基板表面側に膨出した内周縁を基板裏面側に折り返
し、その折り返し端を基板裏面と同一又は若干突き出し
て形成した構成をとることができる。中間円弧壁の立ち
上がり起点に設けた取付け穴は、中間円弧壁の両端部を
相手部材に固定する。また、取付け穴の内周縁の折り返
し端は、その取付け穴に差し込んだビス等により裏面側
に押し出され、相手部材に食い込む。
Further, mounting holes are provided between each end of the reinforcing ribs and the edge of the substrate, and at the starting point of the rising of the intermediate arc wall, and any of these mounting holes bulges toward the substrate surface side. It is possible to adopt a configuration in which the peripheral edge is folded back to the back surface side of the substrate and the folding end is formed to be the same as or slightly protruded from the back surface of the substrate. The mounting holes provided at the starting point of rising of the intermediate arc wall fix both ends of the intermediate arc wall to the mating member. Further, the folded end of the inner peripheral edge of the mounting hole is pushed out to the back surface side by a screw or the like inserted in the mounting hole and bites into the mating member.

【0010】補強リブを2箇所に設けた場合において、
基板に対する補強リブの相対的な大きさを示すために、
各部の大きさの比の一例を示せば、該補強リブの幅a、
基板の幅b、稜部の最大高さc、中間円弧壁の幅d、中
間円弧壁の最大高さeの比は、約1:6:6:2:2と
なる。
When reinforcing ribs are provided at two places,
To show the relative size of the reinforcing ribs to the substrate,
As an example of the ratio of the sizes of the respective parts, the width a of the reinforcing rib,
The ratio of the width b of the substrate, the maximum height c of the ridge, the width d of the intermediate arc wall, and the maximum height e of the intermediate arc wall is about 1: 6: 6: 2: 2.

【0011】なお、上記基板の4辺に巻き込み補強縁を
設け、その巻き込み補強縁を上記基板の表面側に膨出せ
しめるとともに裏面側を該基板の裏面と同一面となるよ
う形成した構成を採用すると、その巻き込み補強縁によ
り金具全体の強度、剛性を一層向上させることができ
る。
It is to be noted that a configuration is adopted in which four sides of the substrate are provided with wrap-around reinforcing edges, the wrap-around reinforcing edges are bulged toward the front side of the substrate, and the back side is flush with the back side of the substrate. Then, the strength and rigidity of the entire metal fitting can be further improved by the entangled reinforcing edge.

【0012】[0012]

【発明の実施の形態】以下、この発明の実施形態を添付
図面に基づいて説明する。図1から図6に示した第1実
施形態のアングル形金具は、1枚の鋼板に曲げ加工と深
絞り加工を加えて成形したものであり、基板1は直角の
位置関係を有する2面の基板壁2、3と、両方の基板壁
2、3を連続させる一定曲率(図3(a)の曲率半径R
1参照)の円弧壁4よりなる。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings. The angle fitting of the first embodiment shown in FIGS. 1 to 6 is formed by bending and deep-drawing a single steel plate, and the substrate 1 has two surfaces having a right angle positional relationship. Substrate walls 2, 3 and a constant curvature (curvature radius R in FIG. 3A) that connects both substrate walls 2, 3
1 )).

【0013】上記の両方の基板壁2、3及びそれらの間
の円弧壁4にわたりそれらの長さ方向に、同長の補強リ
ブ5、5が一定間隔をおいて平行に2箇所に設けられ
る。各補強リブ5は、基板1の裏面側から深絞り加工す
ることにより形成されたものであり、両方の補強リブ
5、5間に中間円弧壁7が設けられる。中間円弧壁7
は、図3(a)に示すように、前記の円弧壁4より小さ
い曲率(図3(a)に示した曲率半径R2の逆数)を持
つように形成される。
Reinforcing ribs 5 and 5 of the same length are provided in parallel at two positions in the length direction of both of the above-mentioned substrate walls 2 and 3 and the arc wall 4 between them in the longitudinal direction thereof. Each reinforcing rib 5 is formed by deep drawing from the back surface side of the substrate 1, and an intermediate arc wall 7 is provided between both reinforcing ribs 5 and 5. Intermediate arc wall 7
Is formed so as to have a curvature smaller than the arc wall 4 (the reciprocal of the radius of curvature R 2 shown in FIG. 3A), as shown in FIG. 3A.

【0014】上記の各補強リブ5は、図3(b)に示す
ように、基板1から立上った外側壁8と中間円弧壁7か
ら立上った内側壁9、及びこれらの外側壁8と内側壁9
の上端間に形成された断面円弧形の稜部11とからな
り、各補強リブ5の内部は中空であり、基板1の裏面側
に開放されている。
As shown in FIG. 3 (b), each of the reinforcing ribs 5 has an outer wall 8 rising from the substrate 1, an inner wall 9 rising from the intermediate arc wall 7, and outer walls of these. 8 and inner wall 9
And a ridge portion 11 having an arcuate cross section formed between the upper ends of the reinforcing ribs 5, the inside of each reinforcing rib 5 is hollow, and is open to the back surface side of the substrate 1.

【0015】上記の各補強リブ5の両端部12、13は
それぞれ基板壁2、3上にあり、上記の外側壁8と内側
壁9はそれぞれ両端部12,13において最も低く、補
強リブ5の長さ方向の中間部に至るに従い対称形に次第
に高くなり、その稜部11は、全体として、前記の中間
円弧壁7より小さい曲率(図3(a)の曲率半径R3の
逆数)を持つように形成される。
Both ends 12, 13 of each of the reinforcing ribs 5 are located on the substrate walls 2, 3 respectively, and the outer wall 8 and the inner side wall 9 are lowest at the ends 12, 13 respectively, and the reinforcing ribs 5 are gradually increases symmetrically accordance reaches the middle portion in the longitudinal direction, the ridge 11 as a whole, to have a smaller curvature than the intermediate arcuate wall 7 of the (reciprocal of the radius of curvature R3 of FIG. 3 (a)) Is formed.

【0016】また、上記の基板1の4側縁には全周にわ
たり巻き込み補強縁14が形成され、扁平にプレスされ
ている(図3(a)、(b)参照)。この巻き込み補強
縁14の裏面は、図3(b)に示すように、基板1の裏
面と同一面にあり、取付け面15に対し密着するように
なっている。但し、この巻き込み補強縁14は、図5に
示すように、省略される場合がある。
In addition, the reinforcing edges 14 are formed on the four side edges of the substrate 1 over the entire circumference and are pressed flat (see FIGS. 3A and 3B). As shown in FIG. 3 (b), the back surface of the roll-in reinforcing edge 14 is flush with the back surface of the substrate 1 and is in close contact with the mounting surface 15. However, the entrainment reinforcement edge 14 may be omitted as shown in FIG.

【0017】図4に示すように、前記の基板壁部2、3
においてそれぞれ2箇所の外側取付け穴16、16と1
箇所の内側取付け穴17が設けられる。外側取付け穴1
6、16は、それぞれ各補強リブ5の端部と基板壁部
2、3の端辺との間に設けられ、また、内側取付け穴1
7は、両補強リブ5の中間において前記の中間円弧壁7
の両端部、即ち、立ち上がり起点18、18(図3
(a)参照)に設けられる。外側取付け穴16は、バー
リング加工を施して内周縁19を基板壁部2、3の表面
に膨出させて設けるとともに、その内周縁19を内側に
折り返し、その折り返し端21をこれら壁部2、3の裏
面と同一面又は若干突き出して設ける。その折り返し端
21は先鋭に形成することが望ましい。
As shown in FIG. 4, the above-mentioned substrate wall portions 2, 3 are formed.
At each of two outer mounting holes 16, 16 and 1
Internal mounting holes 17 are provided at the points. Outside mounting hole 1
Reference numerals 6 and 16 are provided between the end portions of each reinforcing rib 5 and the end sides of the substrate wall portions 2 and 3, respectively.
7 is the above-mentioned intermediate arc wall 7 in the middle of both reinforcing ribs 5.
End portions of the rising edge, that is, the starting points 18 and 18 (see FIG.
(See (a)). The outer mounting hole 16 is formed by burring the inner peripheral edge 19 so as to bulge on the surfaces of the substrate walls 2 and 3, and the inner peripheral edge 19 is folded back inward, and the folded end 21 is folded back to these wall portions 2, 3. Provided on the same surface as the back surface of 3 or slightly protruding. It is desirable that the folded end 21 be formed to be sharp.

【0018】また、内側取付け穴17も内周縁19が表
面側に膨出して設けられるが、この場合の内周縁19の
先端部は基板の裏面側で巻き曲げられる。上記の各取付
け穴16、17の内周縁19はいずれも表面側が平坦に
なるように加工され、ビス又はボルトの締め付け座を形
成している。
Further, the inner mounting hole 17 is also provided with the inner peripheral edge 19 bulging toward the front surface side. In this case, the front end portion of the inner peripheral edge 19 is wound and bent on the rear surface side of the substrate. The inner peripheral edge 19 of each of the mounting holes 16 and 17 described above is machined so that the surface side is flat, and forms a screw or bolt tightening seat.

【0019】第1実施形態のアングル形金具は以上のよ
うな構成であり、図6(a)は使用の一例として、棚2
3を支持する棚受金具24として使用する場合を示して
いる。この場合は、一方の基板壁面2を取付面15側に
配置するとともに、他方の基板壁面3を棚23の下面側
に配置し、ビス25により固定する。このような用途以
外に、建築金具として各種構造物のコーナ部において、
補強金具、連結金具等としての用途がある。
The angle fitting of the first embodiment has the above-mentioned structure, and FIG. 6 (a) shows a shelf 2 as an example of use.
The case where it is used as the shelf receiving metal fitting 24 for supporting 3 is shown. In this case, one board wall surface 2 is arranged on the mounting surface 15 side, and the other board wall surface 3 is arranged on the lower surface side of the shelf 23 and fixed by screws 25. In addition to such applications, in the corners of various structures as building fittings,
It is used as a reinforcing metal fitting and a connecting metal fitting.

【0020】上記のアングル形金具のサイズは用途に応
じて種々選定されるが、各部の比率の一例を示すと次の
とおりである。 補強リブ5の幅a(図3(b)参照) 基板1の幅b 補強リブ5の稜部11の最大高さc(図3(a)参照) 中間円弧壁7の幅d 中間円弧壁7の最大高さe とした場合、a:b:c:d:e=1:6:6:2:2 なお、基板1の幅bの具体的な数値の一例は、板厚約
1.2mmのときに、約43mmである。また、図示の
場合、基板壁部2、3のなす角度は90度であるが、こ
れ以外に用途に応じてその角度が鈍角又は鋭角に形成さ
れる場合がある。
The size of the above angle-shaped metal fitting is variously selected according to the application, but an example of the ratio of each part is as follows. Width a of the reinforcing rib 5 (see FIG. 3B) Width b of the substrate 1 Maximum height c of the ridge portion 11 of the reinforcing rib 5 (see FIG. 3A) Width d of the intermediate arc wall 7 Intermediate arc wall 7 A: b: c: d: e = 1: 6: 6: 2: 2, the specific height of the substrate 1 is about 1.2 mm. Is about 43 mm. Further, in the illustrated case, the angle formed by the substrate walls 2 and 3 is 90 degrees, but other than this, the angle may be formed as an obtuse angle or an acute angle depending on the application.

【0021】図6(a)の使用状態から分かるように、
このアングル金具において、強度及び剛性の増大に最も
寄与している縦壁部分は、同図(b)(c)に鎖線ハッ
チングで示す補強リブ5の外側壁8と内側壁9である。
外側壁8は、円弧壁4から稜部11までの全幅を占める
ため、強度・剛性の増大に最も有効に機能していること
は明らかである。これに対して内側壁9は中間円弧壁7
から稜部11までの範囲しか占めないため、外側壁8よ
りは劣ることになる。
As can be seen from the use state of FIG. 6 (a),
In this angle fitting, the vertical wall portions that most contribute to the increase in strength and rigidity are the outer wall 8 and the inner wall 9 of the reinforcing rib 5, which are shown by chain line hatching in FIGS.
Since the outer wall 8 occupies the entire width from the arc wall 4 to the ridge portion 11, it is clear that it functions most effectively in increasing strength and rigidity. On the other hand, the inner wall 9 is the intermediate arc wall 7
Since it occupies only the range from to the ridge 11, it is inferior to the outer wall 8.

【0022】しかし、2箇所の補強リブ5の内側壁9間
にこのような中間円弧壁7を設けることは、別の観点か
ら重要である。即ち、前掲のような厚さ1.2mm程度
の鋼板のブランクに深絞り加工を施して、前掲のような
比をもった補強リブ5、5を2箇所に接近して成形しよ
うとすると、外側壁8側においては絞り込みに必要な金
属素材はブランクから十分供給されるが、内側壁9の部
分は十分な供給が得られない。このため、内側壁9も外
側壁8と同じ高さ(深さ)に成形しようとすると、内側
壁9側で破れが発生しやすくなる。
However, it is important from another point of view to provide such an intermediate arc wall 7 between the inner side walls 9 of the two reinforcing ribs 5. That is, if a blank of a steel plate having a thickness of about 1.2 mm as described above is subjected to deep drawing and the reinforcing ribs 5 and 5 having the ratio as described above are attempted to be formed close to two locations, On the wall 8 side, the metal material necessary for the narrowing is sufficiently supplied from the blank, but the inner wall portion 9 cannot be sufficiently supplied. Therefore, if the inner side wall 9 is also formed to have the same height (depth) as the outer side wall 8, the inner side wall 9 is likely to be broken.

【0023】このため、この発明においては、中間円弧
壁7を設けることにより、内側壁9の絞り深さを浅くし
て破れを発生し難くしている。また、その内側壁9の両
端部、即ち中間円弧壁7の立ち上がり起点18、18に
取付け穴17、17を設け、この位置で取付け面15に
固定することにより、内側壁9の補強作用が確実に発揮
できるようにしている。
For this reason, in the present invention, by providing the intermediate arc wall 7, the drawing depth of the inner wall 9 is made shallow to prevent breakage. Further, by providing mounting holes 17, 17 at both ends of the inner side wall 9, that is, at the rising start points 18, 18 of the intermediate arc wall 7, and fixing to the mounting surface 15 at this position, the reinforcing action of the inner side wall 9 is ensured. I am trying to demonstrate it.

【0024】また、各補強リブ5,5の稜部11を円弧
状にわん曲させた形状としている点は、直線状の稜部1
1’(図6(d)参照)に比べ、次の点で有利である。
即ち、稜部11’の傾斜角αは全長にわたり一定である
が、稜部11の傾斜角βは基板壁2及び3を基準として
該稜部11の半分を見た場合、ゼロから緩やかに増大
し、最も大きい角度(稜部11の中間点)においても前
記稜部11’の傾斜角αと同等になる。これは、稜部1
1の場合の方が絞り加工を行う際に絞り率の変化が小さ
いため、円滑に絞り加工ができることを意味する。
The point that the ridge 11 of each of the reinforcing ribs 5 and 5 is curved in an arc shape is that the straight ridge 1 is formed.
1 '(see FIG. 6 (d)) is advantageous in the following points.
That is, the inclination angle α of the ridge portion 11 ′ is constant over the entire length, but the inclination angle β of the ridge portion 11 gradually increases from zero when the half of the ridge portion 11 is viewed with reference to the substrate walls 2 and 3. However, even at the largest angle (the midpoint of the ridge 11), it becomes equivalent to the inclination angle α of the ridge 11 ′. This is ridge 1
In the case of 1, the change of the draw ratio is small when performing the drawing work, which means that the drawing work can be performed smoothly.

【0025】次に、図7及び図8に示した第2実施形態
の場合は、補強リブ5’を基板1の幅方向中央部1箇所
に設けたものである。補強リブ5の断面形状は、図8
(b)に示すように、その両側壁8’は基板1の両側縁
から山形に立ち上がっており、上端に断面円弧状の稜部
11が形成される。その他の構成は前述の第1実施形態
の場合と同様である。
Next, in the case of the second embodiment shown in FIGS. 7 and 8, the reinforcing rib 5'is provided at one location in the central portion in the width direction of the substrate 1. The cross-sectional shape of the reinforcing rib 5 is shown in FIG.
As shown in (b), both side walls 8 ′ rise in a mountain shape from both side edges of the substrate 1, and a ridge portion 11 having an arcuate cross section is formed at the upper end. Other configurations are similar to those in the case of the first embodiment described above.

【0026】また、図9及び図10に示した第3実施形
態の場合は、補強リブ5’を基板1の幅方向中央部1箇
所に設けたものである点で前記の第2実施形態の場合と
共通するが、この場合の補強リブ5’は両側壁8’、
8’が直角に立ち上がり、その上半部分でわん曲した稜
部11が形成されている点で相違している。その他の構
成は前記の各実施形態の場合と同じである。
In addition, in the case of the third embodiment shown in FIGS. 9 and 10, the reinforcing rib 5'is provided at one central portion in the width direction of the substrate 1 of the second embodiment. In common with the case, the reinforcing ribs 5'in this case are the side walls 8 ',
8'is raised at a right angle, and a curved ridge portion 11 is formed in the upper half portion thereof, which is a difference. Other configurations are the same as those in each of the above-described embodiments.

【0027】[0027]

【発明の効果】以上のように、この発明によると、補強
リブが基板全長にわたりわん曲して形成されるので、深
絞り加工時においてシワが発生し難い利点があり、加工
時のブランクの破れやシワの発生のない製品を製造する
ことができる。また、補強リブを2箇所に設ける場合
は、両方の補強リブ間の中間円弧壁の曲率を基板の円弧
壁の曲率より小さく設定することにより、各補強リブの
相互に対向した内側壁の高さが外側壁の高さより低くな
るので、それだけ、絞り込み量が少なくなり、安定した
深絞り加工を行うことができる。
As described above, according to the present invention, since the reinforcing ribs are formed by bending over the entire length of the substrate, there is an advantage that wrinkles are unlikely to occur during deep drawing, and a blank breaks during processing. It is possible to manufacture a product that is free from wrinkles and wrinkles. When the reinforcing ribs are provided at two positions, the curvature of the intermediate arc wall between the reinforcing ribs is set to be smaller than the curvature of the arc wall of the substrate, so that the heights of the inner walls of the reinforcing ribs facing each other are increased. Is smaller than the height of the outer wall, the amount of drawing is reduced accordingly, and stable deep drawing can be performed.

【0028】また、上記の中間円弧壁の立ち上がり起点
に取付け穴を設け、この部分で取付け面に固定すること
により、各補強リブの内側壁による補強及び剛性の向上
効果を十分に発揮させることができる。
Further, by providing a mounting hole at the starting point of rising of the above-mentioned intermediate arc wall and fixing to the mounting surface at this portion, it is possible to sufficiently exert the effect of reinforcement and rigidity improvement by the inner wall of each reinforcing rib. it can.

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

【図1】第1実施形態の斜視図FIG. 1 is a perspective view of a first embodiment.

【図2】(a)同上の正面図 (b)同上の側面図FIG. 2 (a) is a front view of the above. (B) Side view of the above

【図3】(a)図2(a)のA−A線の断面図 (b)図2(b)のB−B線の断面図FIG. 3A is a sectional view taken along line AA of FIG. (B) A cross-sectional view taken along the line BB of FIG.

【図4】(a)同上の変形例の正面図 (b)(a)図のb−b線の断面図 (c)(a)図のc−c線の断面図FIG. 4 (a) is a front view of a modification example of the above. (B) Sectional drawing of the bb line of (a) figure (C) Sectional drawing of the cc line of (a) figure

【図5】同上の他の変形例の断面図FIG. 5 is a sectional view of another modification example of the above.

【図6】(a)同上の使用状態の断面図 (b)〜(d)同上の作用説明図FIG. 6 (a) is a sectional view of the same use condition (B)-(d) Operation explanatory drawing same as the above.

【図7】(a)第2実施形態の斜視図 (b)同上の正面図 (c)同上の側面図FIG. 7A is a perspective view of a second embodiment. (B) Front view of the above (C) Side view of the above

【図8】(a)図7(b)のA−A線の断面図 (b)図7(c)のB−B線の断面図8 (a) is a cross-sectional view taken along line AA of FIG. 7 (b). (B) Sectional drawing of the BB line of FIG.7 (c)

【図9】(a)第3実施形態の斜視図 (b)同上の正面図 (c)同上の側面図FIG. 9A is a perspective view of a third embodiment. (B) Front view of the above (C) Side view of the above

【図10】(a)図9(b)のA−A線の断面図 (b)図9(c)のB−B線の断面図10 (a) is a sectional view taken along line AA of FIG. 9 (b). (B) Sectional drawing of the BB line of FIG.9 (c)

【符号の説明】[Explanation of symbols]

1 基板 2 基板壁 3 基板壁 4 円弧壁 5、5’ 補強リブ 7 中間円弧壁 8 外側壁 8’ 側壁 9 内側壁 11 稜部 12 端部 13 端部 14 巻き込み補強縁 15 取付け面 16 外側取付け穴 17 内側取付け穴 18 立ち上がり起点 19 内周縁 21 折り返し端 23 棚 24 棚受金具 25 ビス 1 substrate 2 board wall 3 board wall 4 arc wall 5, 5'reinforcing ribs 7 Intermediate arc wall 8 outer wall 8'side wall 9 Inner wall 11 Ridge 12 end 13 edge 14 Reinforcement edge 15 Mounting surface 16 Outside mounting hole 17 Inside mounting hole 18 Starting point 19 Inner periphery 21 Folded end 23 shelves 24 shelf brackets 25 screws

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実公 昭28−9660(JP,Y1) 実公 昭35−32374(JP,Y1) 実公 昭29−14075(JP,Y1) 実公 昭8−13805(JP,Y1) 実公 昭48−40569(JP,Y1) (58)調査した分野(Int.Cl.7,DB名) E04B 1/38 - 1/61 A47B 96/06 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References Actual public Sho-28-9660 (JP, Y1) Actual public Sho-35-32374 (JP, Y1) Actual public Sho-29-14075 (JP, Y1) Actual public 8- 13805 (JP, Y1) S. 48-40569 (JP, Y1) (58) Fields investigated (Int.Cl. 7 , DB name) E04B 1/38-1/61 A47B 96/06

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 直角又はそれ以外の所定の角度関係をも
った2面の基板壁とその両者を連続させる一定曲率の円
弧壁とにより基板が形成され、該基板に上記2面の基板
壁にわたる補強リブを設けてなるアングル形金具におい
て、上記の補強リブは同長のものが一定間隔をおいて平
行に2箇所に設けられ、両方の補強リブ間に中間円弧壁
が設けられ、上記各補強リブはその両端部がそれぞれ上
記基板壁上にあって上記基板の裏面側から深絞り加工す
ることにより該基板表面に立ち上がった外側壁と内側壁
及びこれらの外側壁と内側壁の上端間に形成された断面
円弧形の稜部とからなる中空形状に形成され、その稜部
は上記基板壁上にそれぞれ存在する補強リブの両端部が
最も低く、その両端部から中間部に至るに従い次第に高
くなり全体として前記円弧壁の曲率より小さい曲率をも
ってわん曲し、上記中間円弧壁は両方の補強リブ間の基
板に各補強リブの各端部と上記円弧壁の各端部との中間
部に立ち上がり起点を有しその起点から次第に立ち上が
って形成され、前記各補強リブの内側壁は中間円弧壁の
部分では該中間円弧壁から立ち上がって形成され、上記
中間円弧壁の曲率が上記基板の円弧壁の曲率と両補強リ
ブの稜部の曲率の中間の大きさであることを特徴とする
アングル形金具。
1. A substrate is formed by two-sided substrate walls having a right angle or other predetermined angle relationship and an arc wall having a constant curvature that connects the two, and the substrate extends over the two-sided substrate walls. In angle-type metal fittings with reinforcing ribs , the reinforcing ribs with the same length should be flat at regular intervals.
It is provided in two places in a row, and an intermediate arc wall is provided between both reinforcing ribs.
And both ends of each of the above-mentioned reinforcing ribs are
Serial outer wall that rises substrate surface by In the substrate wall deep drawing from the back side of the substrate and the inner wall
And the cross section formed between the upper ends of these outer and inner walls
It is formed in a hollow shape consisting of arc-shaped ridges, and the ridges are the lowest at both ends of the reinforcing ribs present on the substrate wall, respectively, and gradually increase from both ends to the intermediate part as a whole. The curved wall has a curvature smaller than that of the circular arc wall, and the intermediate circular arc wall is a base between both the reinforcing ribs.
Intermediate of each end of each reinforcing rib on the plate and each end of the arc wall
Part has a rising origin and gradually rises from that origin
The inner wall of each of the reinforcing ribs is formed of an intermediate arc wall.
The part is formed by rising from the intermediate arc wall,
The curvature of the middle arc wall is the same as the curvature of the arc wall
Angle-shaped metal fittings characterized by having an intermediate size of the curvature of the ridge of the bump.
【請求項2】 上記補強リブの各端部と基板端辺の間、
及び上記中間円弧壁の立ち上がり起点においてそれぞれ
取付け穴を設け、これらの取付け穴のいずれかにおいて
基板表面側に膨出した内周縁を基板裏面側に折り返し、
その折り返し端を基板裏面と同一又は若干突き出して形
成したことを特徴とする請求項に記載のアングル形金
具。
2. Between each end of the reinforcing rib and the edge of the substrate,
And mounting holes are provided at the starting points of the rising of the intermediate arc wall, and the inner peripheral edge that bulges toward the substrate front surface in any of these mounting holes is folded back toward the substrate back surface,
The angled fitting according to claim 1 , wherein the folded end is formed to be the same as or slightly protruded from the back surface of the substrate.
【請求項3】 上記補強リブの幅a、基板の幅b、稜部
の最大高さc、中間円弧壁の幅d、中間円弧壁の最大高
さeの比が、約1:6:6:2:2であることを特徴と
する請求項1又は2に記載のアングル形金具。
3. The ratio of the width a of the reinforcing rib, the width b of the substrate, the maximum height c of the ridge, the width d of the intermediate arc wall, and the maximum height e of the intermediate arc wall is about 1: 6: 6. 3: 2: 2, The angle type metal fittings of Claim 1 or 2 characterized by the above-mentioned.
【請求項4】 上記基板の4辺に巻き込み補強縁を設
け、その巻き込み補強縁を上記基板の表面側に膨出せし
めるとともに裏面側を該基板の裏面と同一面となるよう
形成したことを特徴とする請求項1からのいずれかに
記載のアングル形金具。
4. A reinforced winding edge is provided on four sides of the substrate, and the reinforced reinforcing edge is bulged to the front side of the substrate and the back side is formed to be flush with the back side of the substrate. The angled metal fitting according to any one of claims 1 to 3 .
JP2002032310A 2002-02-08 2002-02-08 Angle bracket Expired - Fee Related JP3527498B2 (en)

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Publication Number Publication Date
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JP3527498B2 true JP3527498B2 (en) 2004-05-17

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ID=27775476

Family Applications (1)

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Country Link
JP (1) JP3527498B2 (en)

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JP2005290666A (en) * 2004-03-31 2005-10-20 Naigai:Kk Building bracket supporting structure
JP4304616B2 (en) 2004-11-24 2009-07-29 住友電装株式会社 Mounting bracket
JP2008256296A (en) * 2007-04-06 2008-10-23 Matsushita Electric Ind Co Ltd Outdoor unit of air conditioner
JP2009293663A (en) * 2008-06-03 2009-12-17 Alpine Electronics Inc Structure of burring screw hole part
JP6193183B2 (en) * 2014-07-04 2017-09-06 備前工業株式会社 Shading concrete block construction equipment and construction method
JP6745615B2 (en) * 2016-03-12 2020-08-26 株式会社タナカ Joining hardware for wooden structures
JP6842896B2 (en) * 2016-12-05 2021-03-17 泰照 佐伯 L-shaped connecting bracket
WO2018123798A1 (en) * 2016-12-28 2018-07-05 パナソニックIpマネジメント株式会社 Refrigerator
JP2018105582A (en) * 2016-12-28 2018-07-05 パナソニックIpマネジメント株式会社 refrigerator
JP6351132B2 (en) * 2017-02-17 2018-07-04 備前工業株式会社 Shading concrete block construction equipment and construction method

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