JPH08135621A - Wire material fixing fastener - Google Patents

Wire material fixing fastener

Info

Publication number
JPH08135621A
JPH08135621A JP30021794A JP30021794A JPH08135621A JP H08135621 A JPH08135621 A JP H08135621A JP 30021794 A JP30021794 A JP 30021794A JP 30021794 A JP30021794 A JP 30021794A JP H08135621 A JPH08135621 A JP H08135621A
Authority
JP
Japan
Prior art keywords
fastener
structural plate
parts
leg
jaw
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.)
Granted
Application number
JP30021794A
Other languages
Japanese (ja)
Other versions
JP3019135B2 (en
Inventor
Takashi Nakazato
隆 中里
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Max Co Ltd
Original Assignee
Max Co Ltd
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 Max Co Ltd filed Critical Max Co Ltd
Priority to JP30021794A priority Critical patent/JP3019135B2/en
Publication of JPH08135621A publication Critical patent/JPH08135621A/en
Application granted granted Critical
Publication of JP3019135B2 publication Critical patent/JP3019135B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE: To improve the working efficiency when a wire material is fixed, easily reduce cost, and improve the working efficiency by shortening work time. CONSTITUTION: In a fastener to fix a wire rod of a lath net or the like arranged through an intermediate material on a structural plate such as a steel plate, the fastener is provided with two leg parts 1 to penetrate the structural plate and a connecting part 2 to connect these both leg parts 1 to each other on the upper end side. Collar parts 3 to project the reverse side by boring holes in the structural plate are formed in lower end parts of both leg parts 1, and locking step parts 4 to be locked on reverse side edge parts of the holes formed in the structural plate by rupture by both leg parts 1, are formed in base parts of the collar parts 3, and the lower ends of the collar parts 3 are formed in an edge shape, and one of an inclination to a straight line P extending upward from the tip of an inclining part inclining to the inside and the outside from its tip is formed larger than the other, and the locking step parts 4 are formed on the side where a small inclination is formed.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はラス網等の線材を薄鋼板
等の表面に固定するためのファスナーに関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fastener for fixing a wire rod such as a lath net to the surface of a thin steel plate or the like.

【0002】[0002]

【従来技術】一般に、ラス網等の線材を薄板チャネル鋼
等の構造板に固定する場合、頭部径の大きなセルフドリ
リングスクリューによって行なわれている。
2. Description of the Related Art Generally, a wire rod such as a lath net is fixed to a structural plate such as a thin channel steel by a self-drilling screw having a large head diameter.

【0003】しかしながら、ラス網の線材と構造板との
間には肉厚の断熱材等の中間材があるため、ラス網と構
造板との間の間隔が大きくなり、上記スクリューはネジ
部が長く刃先が遠くなるので、非常に作業性が悪く、コ
ストが高くなる欠点があった。
However, since there is an intermediate material such as a thick heat insulating material between the wire rod of the lath net and the structural plate, the gap between the lath net and the structural plate becomes large, and the screw portion of the screw is Since the blade edge is long, the workability is very poor and the cost is high.

【0004】[0004]

【発明の目的】本発明は前記欠点を解消し、線材を固定
する際の作業能率がよく、コストも容易にし、作業時間
を短縮して作業能率を向上することができる線材固定用
ファスナーを提供することをその目的とする。
An object of the present invention is to provide a fastener for fixing a wire, which solves the above-mentioned drawbacks, has a high work efficiency when fixing the wire, makes the cost easy, and shortens the work time to improve the work efficiency. The purpose is to do.

【0005】[0005]

【目的を達成するための手段】前記目的を達成するた
め、本発明に係る線材固定用ファスナーは、鋼板等の金
属製構造板上に中間材を介して配置されたラス網等の線
材を固定するファスナーであって、同一方向に延びて上
記構造板を貫通する2本の脚部とこれらの両脚部を上端
側で連結するとともに上記線材を押える連結部とを備
え、上記両脚部の下端部に上記構造板に孔を穿って裏面
側に突出する顎部を形成し、上記顎部の基部には上記両
脚部によって構造板に破断形成された孔の裏側縁部に係
止する係止段部を形成し、顎部の下部には脚部の先端か
ら外側上方に延びる傾斜面を有する傾斜部と、脚部の先
端から内側上方に延びる傾斜面を有する傾斜部とによっ
て形成されるエッジを形成し、ファスナーの打ち込み方
向の軸線に対する上記両傾斜面の傾斜角度を一方の傾斜
角度が他方に対して大きくなるように形成したことを特
徴とする。
In order to achieve the above object, a wire rod fixing fastener according to the present invention fixes a wire rod such as a lath net arranged on a metal structural plate such as a steel plate via an intermediate member. A two-legged fastener that extends in the same direction and penetrates the structural plate, and a connecting portion that connects the two leg portions on the upper end side and that presses the wire rod, and the lower end portions of the both leg portions. In the structure plate, a jaw portion is formed by punching a hole on the back surface side, and a locking step for locking the back side edge of the hole formed in the structure plate by the both legs at the base of the jaw portion. An edge formed by an inclined portion having an inclined surface extending upward and outward from the tip of the leg and an inclined portion having an inclined surface extending inward and upward from the tip of the leg. Form the above with respect to the axis of the fastener driving direction The inclination angle of the inclined surface is one of an inclination angle, characterized in that formed to be larger with respect to the other.

【0006】なお、前記顎部は外側又は内側に傾斜さ
せ、前記係止段部を傾斜方向と反対側に形成するのが好
ましい。
It is preferable that the jaw portion is inclined outward or inward and the locking step portion is formed on the side opposite to the inclination direction.

【0007】また、前記顎部を内側に傾斜させたとき
は、前記両脚部の上部内側に互いに向き合う膨突部を形
成するのが好ましい。
Further, when the jaws are tilted inward, it is preferable to form bulging protrusions facing each other inside the upper portions of the both legs.

【0008】さらに、前記エッジを形成している傾斜面
の傾斜角度は、一方が35°〜45°の範囲で設定さ
れ、他方が10°〜20°の範囲で設定するのが好まし
い。
Further, it is preferable that one of the inclined surfaces forming the edge is set in a range of 35 ° to 45 ° and the other is set in a range of 10 ° to 20 °.

【0009】[0009]

【作用】前記構成の発明によれば、ファスナーの両脚部
間にラス網等の線材を位置させてファスナーを構造板に
向けて打ち込むと、脚部が構造板を破断貫通するととも
に、線材は脚部間に押え込まれる。また、顎部先端が構
造板を貫通する際、先端のエッジが構造板を破断穿孔
し、エッジに続いて形成された内外両側の傾斜面が構造
板に当たって該穿孔部分を拡張して進入する。この際、
ファスナーの打ち込み方向の軸線に対する傾斜角度の大
きい側の傾斜部は構造板の破断部をせん断しながらカー
リングするように働き、小さい側の傾斜面は構造板の破
断部分を滑るように移動して脚部の先端部を反対側に移
動させる。したがって、顎部の2つの傾斜面が構造板を
貫通する際に脚部は傾斜角度の大きい側の傾斜面側に弾
力変形され、顎部が構造板を貫通した後で、傾斜角の小
さい側の傾斜面の側に弾力復元されて、係止段部が確実
に孔の縁部に係止し、ファスナーの抜け方向の動きが阻
止され、これによって線材が構造板の表面に固定され
る。
According to the invention of the above construction, when a wire rod such as a lath net is positioned between both leg portions of the fastener and the fastener is driven toward the structural plate, the leg portion ruptures and penetrates the structural plate, and the wire rod is attached to the leg member. It is clamped between the departments. Further, when the tip of the jaw penetrates the structural plate, the edge of the tip breaks and punches the structural plate, and the inclined surfaces on both inner and outer sides formed following the edge hit the structural plate and expand the perforated portion to enter. On this occasion,
The sloping part on the side with a large angle of inclination with respect to the axis of the fastener driving direction works to curl the fractured part of the structural plate while shearing, and the sloping side on the small side moves so as to slide along the fractured part of the structural plate and legs Move the tip of the part to the opposite side. Therefore, when the two inclined surfaces of the jaw penetrate the structure plate, the legs are elastically deformed to the inclined surface side with the larger inclination angle, and after the jaw penetrates the structure plate, the side with the smaller inclination angle. Is elastically restored to the side of the inclined surface, the locking step reliably locks to the edge of the hole, and the movement of the fastener in the pull-out direction is blocked, whereby the wire is fixed to the surface of the structural plate.

【0010】なお、打ち込み時に予め脚部を外側に拡開
させるか内側に寄るようにして打ち込めば、脚部の顎部
が構造板を貫通した後に脚部は連結部により元の状態に
弾性復帰しようとするから、傾斜方向と反対側に形成さ
れた係止段部の係止がより確実となる。
If the legs are previously spread outward or pushed inward at the time of driving, the legs elastically return to their original state by the connecting portions after the jaws of the legs penetrate the structural plate. Therefore, the locking of the locking step formed on the side opposite to the tilt direction becomes more reliable.

【0011】また、顎部を内側又は外側に傾斜させたと
きは、顎部が傾斜に従って構造板に対して斜めに打ち込
まれるから、脚部は内側に寄り又は外側に拡開する。し
たがって、顎部が構造板を貫通した後の脚部の弾性復元
力により係止段部の係止がより確実となる。
Further, when the jaw is tilted inward or outward, the jaw is driven obliquely to the structural plate in accordance with the inclination, so that the legs are moved inward or spread outward. Therefore, the locking step is more reliably locked by the elastic restoring force of the leg after the jaw penetrates the structure plate.

【0012】さらに、両脚部の内側に膨突部を形成した
場合は、顎部が構造板に対して斜めに打ち込まれる際に
膨突部が当接するため、穿孔後の弾性復帰力は大きい。
Further, in the case where the bulging projections are formed inside both legs, the bulging projections come into contact when the jaws are driven obliquely into the structural plate, so that the elastic restoring force after perforation is large.

【0013】また、傾斜面の一方の傾斜角度を35°〜
45、他方を10°〜20°の範囲で設定することによ
り、ファスナーが構造板に対して効率よく貫通される。
Further, one inclination angle of the inclined surface is 35 ° to
By setting 45 and the other in the range of 10 ° to 20 °, the fastener can be efficiently penetrated through the structural plate.

【0014】[0014]

【実施例】図1はファスナーを示すもので、このファス
ナーは工具鋼の鋼板を打ち抜いて成形されている。ファ
スナーは同一方向へほぼ平行に延びた2本の脚部1と該
両脚部1を上端側で連結する連結部2とから構成されて
おり、上記両脚部1の下端部には顎部3が形成されてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a fastener, which is formed by punching out a tool steel plate. The fastener is composed of two leg portions 1 extending substantially in parallel in the same direction and a connecting portion 2 connecting the both leg portions 1 on the upper end side, and a jaw portion 3 is provided at the lower end portions of the both leg portions 1. Has been formed.

【0015】両脚部1間の上部の幅は固定の対象となる
ラス網11の線材11a(図3参照)の外径よりも狭小
に形成し、下端部位の幅は線材11aの外径より幅広に
形成されている。
The upper width between both leg portions 1 is formed to be narrower than the outer diameter of the wire rod 11a (see FIG. 3) of the lath net 11 to be fixed, and the width of the lower end portion is wider than the outer diameter of the wire rod 11a. Is formed in.

【0016】顎部3は内側に傾斜するように形成され、
その基部には係止段部4が形成されている。また、両脚
部1の上部内側には互いに向き合う膨突部5が形成され
ている。さらに、顎部3の下端はエッジ状に形成され、
脚部1の先端から内側上方と外側上方に延びる傾斜面を
有する傾斜部6、7が傾斜している。これらの傾斜部
6、7の傾斜面は、ファスナーの打ち込み方向の軸線P
に対する傾斜角a、bのうち、内側に傾斜する傾斜部6
の方を外側に傾斜する傾斜部7よりも大きく形成し、上
記係止段部4は傾斜方向と反対側の、小さい傾斜角bが
形成された傾斜部の外側に形成されている。
The jaw 3 is formed so as to be inclined inward,
A locking step portion 4 is formed at the base thereof. In addition, bulging portions 5 facing each other are formed inside the upper portions of both leg portions 1. Furthermore, the lower end of the jaw 3 is formed into an edge shape,
Inclined portions 6 and 7 having inclined surfaces extending inward and outward from the tips of the legs 1 are inclined. The inclined surfaces of these inclined portions 6 and 7 have an axis P in the driving direction of the fastener.
Of the inclination angles a and b with respect to
Is formed to be larger than the inclined portion 7 that inclines outward, and the locking step portion 4 is formed on the outer side of the inclined portion on the opposite side to the inclination direction and where the small inclination angle b is formed.

【0017】なお、大きい傾斜角aの傾斜部は、必ずし
も直線状である必要はない。図2に示されるように、曲
線状に形成してもよい。他の例も同様である。
The inclined portion having the large inclination angle a does not necessarily have to be linear. As shown in FIG. 2, it may be formed in a curved shape. The same applies to other examples.

【0018】上記構成のファスナーを、図3に示される
ように鋼板製構造板8上にタール紙9を張設し、その上
に発泡スチロールによる断熱材10を介してラス網11
を仮置きした対象物12に打込むにあたっては、ラス網
11の線材11aにステープル打ち機(図示せず)等の
工具の射出口を押し当ててドライバ13により工具のマ
ガジン内に装填されたファスナーの連結部2の上面を打
撃してファスナーを発射する。これにより、ファスナー
の両脚部1は構造板8に向けて打ち込まれ、まず断熱材
10とタール紙9とからなる中間材を貫通し、さらに顎
部3の先端が構造板8に当たり、これを破断して貫通
し、顎部3は穿たれた孔14から突出し、係止段部4は
孔14の裏側縁部に係止する。
As shown in FIG. 3, the fastener having the above construction is provided with a tar paper 9 stretched on a steel plate structural plate 8, and a lath net 11 is provided on the tar paper 9 via a heat insulating material 10 made of expanded polystyrene.
In driving the object 12 that has been temporarily placed, a tool such as a staple driving machine (not shown) is pressed against the wire 11a of the lath net 11 and a fastener loaded into the magazine of the tool by the driver 13 is pressed. The upper surface of the connecting portion 2 is hit to fire the fastener. As a result, both leg portions 1 of the fastener are driven toward the structural plate 8, first penetrate the intermediate material composed of the heat insulating material 10 and the tar paper 9, and the tip of the jaw 3 hits the structural plate 8 and is broken. Then, the jaw 3 protrudes from the hole 14 drilled, and the locking step 4 locks on the back side edge of the hole 14.

【0019】ところで、ドライバ13によりファスナー
を構造板8に向けて打ち込むと、脚部1が構造板8を破
断貫通するとともに、図3のように線材11aは脚部1
間に押え込まれる。また、顎部先端が構造板8を貫通す
る際、図4(a) のように先端のエッジが構造板8を破断
穿孔し、エッジに続いて形成された内外両側の傾斜部
6、7傾斜面が構造板に当たって該穿孔部分を同図(b)
(c) のように拡張して進入する。この際、ファスナーの
打ち込み方向の軸線に対する傾斜角度の大きい側の傾斜
部6は構造板8の破断部をせん断しながらカーリングす
るように働き、この部分にバリ15が生じる。傾斜角度
の小さい側の傾斜部7の傾斜面は構造板8の破断部分を
滑るように移動して脚部1の先端部を反対側に移動させ
る。したがって、同図(a) (b) (c) に示されるように、
顎部3の2つの傾斜面が構造板8に差し込まれていくに
つれて、基準線Qに対する顎部3の位置が同図の右側に
ずれていくことから、脚部1は傾斜角度の大きい側の傾
斜面側に弾力変形され、顎部3が構造板8を貫通した後
で、傾斜角の小さい側の傾斜面の側に弾力復元されて、
係止段部4が確実に孔14の縁部に係止し、ファスナー
の抜け方向の動きが阻止され、これによって線材11a
が構造板の表面に固定される。
By the way, when the fastener is driven toward the structural plate 8 by the driver 13, the leg portion 1 ruptures and penetrates the structural plate 8 and the wire rod 11a is attached to the leg portion 1 as shown in FIG.
Stuck in between. Moreover, when the tip of the jaw penetrates the structure plate 8, the edge of the tip ruptures and punches the structure plate 8 as shown in FIG. 4 (a), and the inclined portions 6 and 7 formed on both the inner and outer sides following the edge. The surface hits the structural plate, and the perforated portion is shown in the same figure (b).
Expand and enter as shown in (c). At this time, the inclined portion 6 on the side having a large inclination angle with respect to the axis of the fastener driving direction acts so as to curl the broken portion of the structural plate 8 while shearing, and the burr 15 is generated in this portion. The inclined surface of the inclined portion 7 on the smaller inclination angle side slides on the fractured portion of the structural plate 8 to move the tip of the leg 1 to the opposite side. Therefore, as shown in (a) (b) (c) of the same figure,
As the two inclined surfaces of the jaw 3 are inserted into the structural plate 8, the position of the jaw 3 with respect to the reference line Q shifts to the right side in the figure, so that the leg 1 is located on the side with a large inclination angle. After being elastically deformed to the side of the inclined surface and the jaw portion 3 penetrates the structural plate 8, the elastic force is restored to the side of the inclined surface having the smaller inclination angle,
The locking step portion 4 is securely locked to the edge portion of the hole 14, and the movement of the fastener in the pull-out direction is prevented, whereby the wire rod 11a
Are fixed to the surface of the structural plate.

【0020】また、前記顎部3は内側に傾斜しているの
で、顎部3が傾斜に従って構造板8に対して斜めに打ち
込まれるから、脚部1は図3に示されるように内側に寄
る。その際に両脚部1の上部内側に互いに向き合う膨突
部5が当接する。顎部3が構造板8を貫通した後に脚部
1は膨突部5が支点となって元の状態に弾性復帰しよう
とするから、傾斜方向と反対側に形成された係止段部4
の係止がより確実となる。
Further, since the jaw portion 3 is inclined inward, the jaw portion 3 is driven obliquely to the structural plate 8 according to the inclination, so that the leg portion 1 leans inward as shown in FIG. . At this time, the bulging projections 5 facing each other abut on the inside of the upper portions of the both leg portions 1. After the jaw portion 3 penetrates the structural plate 8, the leg portion 1 tries to elastically return to the original state with the bulging portion 5 serving as a fulcrum, so that the locking step portion 4 formed on the opposite side to the inclination direction.
Is more reliably locked.

【0021】なお、傾斜部6の傾斜角度を35°〜45
の範囲に設定し、また傾斜部7の傾斜角度を10°〜2
0°の範囲で設定することにより、ファスナーの構造板
に対する貫通性能が最も良好となる。
The inclination angle of the inclined portion 6 is 35 ° to 45 °.
And the inclination angle of the inclined portion 7 is 10 ° to 2
By setting in the range of 0 °, the fastener has the best penetration performance with respect to the structural plate.

【0022】また、図5に示されるように、脚部1の膨
突部5を省略してもよい。この場合、連結部2の幅を大
きくすることにより穿孔後の弾性復帰力を十分に確保す
ることができる。
Further, as shown in FIG. 5, the bulging portion 5 of the leg portion 1 may be omitted. In this case, the elastic restoring force after perforation can be sufficiently secured by increasing the width of the connecting portion 2.

【0023】また、図6に示されるように、顎部3を外
側に傾斜させるようにしてもよい。係止段部4は傾斜方
向と反対側の内側に形成する。この場合も、前述と同様
の作用効果が得られる。
Further, as shown in FIG. 6, the jaw 3 may be inclined outward. The locking step portion 4 is formed on the inner side opposite to the tilt direction. Also in this case, the same effect as the above can be obtained.

【0024】なお、前述の対象物は構造板上に中間材を
介してラス網を配置したものであるが、線材はラス網に
限定されない。他の線材であってもよい。
Although the above-mentioned object has a lath net arranged on a structural plate via an intermediate material, the wire rod is not limited to the lath net. Other wire rods may be used.

【0025】[0025]

【効果】請求項1の発明によれば、ファスナーを打込む
だけで係止段部が確実に構造板に係止して固定されるの
で、作業性が非常によい。
According to the invention of claim 1, the workability is very good because the locking step is securely locked and fixed to the structural plate only by driving the fastener.

【0026】また、ラス網の線材と構造板との間に肉厚
の断熱材等の中間材があってラス網等の線材と構造板と
の間の間隔が大きくなっても、中間材を貫通する脚部に
は特別の加工を施す必要がないから、コストが低減す
る。
In addition, even if there is a thick intermediate material such as a heat insulating material between the wire rod of the lath net and the structural plate and the distance between the wire rod of the lath net and the structural plate becomes large, the intermediate material is Costs are reduced because the penetrating leg does not need to be specially processed.

【0027】請求項2の発明によれば、前記顎部を外側
又は内側に傾斜させたときは、顎部が傾斜に従って構造
板に対して斜めに打ち込まれるから、脚部が外側に拡開
するか内側に寄る。顎部が構造板を貫通した後に脚部は
連結部により元の状態に弾性復帰しようとするから、傾
斜方向と反対側に形成された係止段部の係止がより確実
となる。
According to the second aspect of the present invention, when the jaw portion is tilted outward or inward, the jaw portion is driven obliquely to the structural plate in accordance with the inclination, so that the leg portion spreads outward. Or go inside. Since the leg portion elastically returns to the original state by the connecting portion after the jaw portion penetrates the structural plate, the locking step formed on the side opposite to the tilt direction is more reliably locked.

【0028】請求項3の発明によれば、両脚部が構造板
に対して斜めに打ち込まれる際に両脚部の上部内側に互
いに向き合う膨突部が当接するため、穿孔後の弾性復帰
力が大きい。したがって、係止段部の係止の確実性が向
上する。
According to the third aspect of the present invention, when the both legs are driven obliquely into the structural plate, the bulging projections facing each other come into contact with the upper insides of the two legs, so that the elastic restoring force after perforation is large. . Therefore, the reliability of the locking of the locking step portion is improved.

【0029】請求項4の発明によれば、傾斜面の一方の
傾斜角度を35°〜45、他方を10°〜20°の範囲
で設定することにより、ファスナーの構造板に対する貫
通性能が最も良好となる。
According to the invention of claim 4, one of the inclined surfaces has an inclination angle of 35 ° to 45, and the other has an inclination angle of 10 ° to 20 °. Becomes

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

【図1】本発明に係る線材固定用ファスナーの斜視図FIG. 1 is a perspective view of a wire rod fixing fastener according to the present invention.

【図2】上記ファスナーの顎部の他の例の正面図FIG. 2 is a front view of another example of the jaw of the fastener.

【図3】上記ファスナーを対象物に打込んだ状態の正面
FIG. 3 is a front view showing a state in which the fastener is driven into an object.

【図4】(a) (b) (c) はファスナーが構造板を貫通する
過程の説明図
4 (a), (b) and (c) are explanatory views of a process in which a fastener penetrates a structural plate.

【図5】線材固定用ファスナーの他の例の正面図FIG. 5 is a front view of another example of a wire material fixing fastener.

【図6】線材固定用ファスナーのさらに別の例の正面図FIG. 6 is a front view of still another example of a wire material fixing fastener.

【符号の説明】[Explanation of symbols]

P ファスナーの打ち込み方向の軸線 1 脚部 2 連結部 3 顎部 4 係止段部 5 膨突部 6 傾斜部 7 傾斜部 8 構造板 11 ラス網 11a 線材 14 孔 P fastener driving axis 1 leg part 2 connecting part 3 jaw part 4 locking step part 5 bulging part 6 slope part 7 slope part 8 structural plate 11 lath net 11a wire rod 14 hole

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 鋼板等の金属製構造板上に中間材を介し
て配置されたラス網等の線材を固定するファスナーであ
って、同一方向に延びて上記構造板を貫通する2本の脚
部とこれらの両脚部を上端側で連結するとともに上記線
材を押える連結部とを備え、 上記両脚部の下端部に上記構造板に孔を穿って裏面側に
突出する顎部を形成し、上記顎部の基部には上記両脚部
によって構造板に破断形成された孔の裏側縁部に係止す
る係止段部を形成し、顎部の下部には脚部の先端から外
側上方に延びる傾斜面を有する傾斜部と、脚部の先端か
ら内側上方に延びる傾斜面を有する傾斜部とによって形
成されるエッジを形成し、ファスナーの打ち込み方向の
軸線に対する上記両傾斜面の傾斜角度を一方の傾斜角度
が他方に対して大きくなるように形成したことを特徴と
する線材固定用ファスナー。
1. A fastener for fixing a wire rod such as a lath net disposed on a metal structural plate such as a steel plate with an intermediate member interposed therebetween, the two legs extending in the same direction and penetrating the structural plate. And a connecting portion for connecting the both leg portions at the upper end side and pressing the wire rod, and forming a jaw portion projecting to the back side by making a hole in the structural plate at the lower end portions of the both leg portions, A locking step is formed at the base of the jaw that locks to the back edge of the hole formed in the structural plate by the above-mentioned two legs, and the lower part of the jaw extends upward from the tip of the leg to the outside. An edge formed by an inclined portion having a surface and an inclined portion having an inclined surface extending inward and upward from the tip of the leg is formed, and the inclination angle of both inclined surfaces with respect to the axis of the fastener driving direction is one inclination. The angle is larger than the other. Wire fixing fastener according to claim.
【請求項2】 前記顎部を外側又は内側に傾斜させ、前
記係止段部を傾斜方向と反対側に形成した請求項1の線
材固定用ファスナー。
2. The fastener for fixing a wire rod according to claim 1, wherein the jaw portion is inclined outward or inward, and the locking step portion is formed on the side opposite to the inclination direction.
【請求項3】 前記顎部を内側に傾斜させ、前記両脚部
の上部内側に互いに向き合う膨突部を形成した請求項1
の線材固定用ファスナー。
3. The chin portion is inclined inward, and bulging portions facing each other are formed inside the upper portions of the both leg portions.
Fasteners for fixing wire materials.
【請求項4】 前記エッジを形成している傾斜面の傾斜
角度は、一方が35°〜45°の範囲で設定され、他方
が10°〜20°の範囲で設定されている請求項1、2
又は3に記載の線材固定用ファスナー。
4. The inclination angle of the inclined surface forming the edge is set within a range of 35 ° to 45 ° on one side and within a range of 10 ° to 20 ° on the other side. Two
Alternatively, the fastener for fixing the wire according to item 3.
JP30021794A 1994-11-09 1994-11-09 Fastener for fixing wire Expired - Fee Related JP3019135B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30021794A JP3019135B2 (en) 1994-11-09 1994-11-09 Fastener for fixing wire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30021794A JP3019135B2 (en) 1994-11-09 1994-11-09 Fastener for fixing wire

Publications (2)

Publication Number Publication Date
JPH08135621A true JPH08135621A (en) 1996-05-31
JP3019135B2 JP3019135B2 (en) 2000-03-13

Family

ID=17882136

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30021794A Expired - Fee Related JP3019135B2 (en) 1994-11-09 1994-11-09 Fastener for fixing wire

Country Status (1)

Country Link
JP (1) JP3019135B2 (en)

Also Published As

Publication number Publication date
JP3019135B2 (en) 2000-03-13

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