JPH066262Y2 - Screw nail - Google Patents
Screw nailInfo
- Publication number
- JPH066262Y2 JPH066262Y2 JP1988093213U JP9321388U JPH066262Y2 JP H066262 Y2 JPH066262 Y2 JP H066262Y2 JP 1988093213 U JP1988093213 U JP 1988093213U JP 9321388 U JP9321388 U JP 9321388U JP H066262 Y2 JPH066262 Y2 JP H066262Y2
- Authority
- JP
- Japan
- Prior art keywords
- screw nail
- flank
- groove
- diameter head
- screw
- 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 - Lifetime
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Portable Nailing Machines And Staplers (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 この考案は一般に広く知られているスクリュー釘の構造
に改良を加えたものであって、当該スクリュー釘に有用
な機能を所有させるための技術に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is an improvement of the structure of a widely known screw nail, and is a technique for allowing the screw nail to have a useful function. Regarding
周知のように、木質材等でなる構築部材を対象とした接
合作業或いは取付作業に用いられるスクリュー釘55は
(第6図参照)、先端に先細り部50を有して所定形状の
溝51…51が刻設された柱状基体52と、該柱状基体52の基
端に一体形成された大径頭体53とから成る。このスクリ
ュー釘55は、その形状の特異性から、木質材等の特定の
構築部材に対して打ち込み作業が円滑に行え而も打ち込
み後においては抜脱しにくい等の諸種なる利点を有して
いるが、近年、これに改良を加えて、更なる効果的機能
を所有させたものが実用化されるに至っている。As is well known, a screw nail 55 (see FIG. 6) used for joining work or attaching work for a construction member made of wood or the like has a tapered portion 50 at its tip and has a groove 51 having a predetermined shape ... It is composed of a columnar base body 52 in which 51 is engraved, and a large-diameter head body 53 integrally formed at the base end of the columnar base body 52. The screw nail 55 has various advantages such as that, due to the peculiarity of its shape, the driving operation can be smoothly performed on a specific construction member such as a wooden material, and it is hard to pull out after driving. In recent years, improvements have been made to these, and those having more effective functions have been put to practical use.
即ち、このものは第7図に示すように、所定形状の溝61
…61を有する柱状基体62の外周に、軸直角平面内におい
て周回する複数の周溝64…64を平行状に形成したもので
ある。そして、第8図に示すように、前記各周溝64の含
軸断面形状は、大径頭体63側の面64aが傾斜面とされて
いるのに対し、先細り部60側の面64bが平面とされ、更
にこの両面64a,64bの交差部64cは鋭角状とされている。That is, as shown in FIG. 7, this is a groove 61 having a predetermined shape.
.. 64 are formed in parallel on the outer circumference of a columnar base 62 having 61. As shown in FIG. 8, the axial groove cross-sectional shape of each circumferential groove 64 is such that the surface 64a on the large diameter head 63 side is an inclined surface, while the surface 64b on the tapered portion 60 side is It is a flat surface, and the intersection portion 64c of the both surfaces 64a, 64b has an acute angle.
ところで、上述の第7図及び第8図に示したスクリュー
釘65は、第6図に示したものに比して抜脱しにくい等の
利点を有しているが、このスクリュー釘65を2種の構築
部材にわたって打ち込んだ後の両構築部材に対する結合
力は、例えばボルトとナットとを用いて当該構築部材を
締結した場合の結合力よりもはるかに小さく、従ってそ
の用途によっては、このスクリュー釘65による結合力が
不足するといった不具合を招く。By the way, the screw nail 65 shown in FIG. 7 and FIG. 8 described above has advantages such as being harder to pull out than the screw nail 65 shown in FIG. The connecting force for both the building members after being driven over the building members is much smaller than that for fastening the building members with, for example, bolts and nuts, and therefore depending on the application, the screw nail 65 This causes a problem that the binding force is insufficient due to.
更に、前記スクリュー釘65の周溝64には、鋭角状の交差
部64cが設けられていることから、当該スクリュー釘65
の打ち込み時に座屈荷重が作用した場合には、前記交差
部64cに亀裂等が発生し、これが原因となって当該スク
リュー釘65が折れて破損するといった事態をも招来す
る。Furthermore, since the peripheral groove 64 of the screw nail 65 is provided with an acute-angled intersection 64c, the screw nail 65
If a buckling load is applied at the time of driving, a crack or the like is generated at the intersection 64c, which causes a situation in which the screw nail 65 is broken and damaged.
この考案は上記事情に鑑みてなされたもので、その具体
的手段とするところは、先端に先細り部を有し且つ所定
形状の溝が刻設された柱状基体と、該柱状基体の基端に
一体形成された大径頭体とから成るスクリュー釘におい
て、前記柱状基体の外周に、雌ねじ部が螺合するように
前記所定形状の溝とは異なる螺旋状のねじ溝をその含軸
断面形状において、大径頭体側のフランクと軸直角線と
のなす角が、先細り部側のフランクと軸直角線とのなす
角よりも大きく形成したところにある。The present invention has been made in view of the above circumstances, and its specific means is to provide a columnar base body having a tapered portion at the tip and engraved with a groove of a predetermined shape, and a base end of the columnar base body. In a screw nail formed of a large-diameter head body integrally formed, a spiral thread groove different from the groove of the predetermined shape is screwed on the outer circumference of the columnar base body in the axial cross-sectional shape so as to be screwed with the female screw portion. The angle between the flank on the large-diameter head side and the axis-perpendicular line is larger than the angle between the flank on the tapered portion and the axis-perpendicular line.
更に、前記ねじ溝の含軸断面形状は、大径頭体側のフラ
ンクと先細り部側のフランクとの交差部が、湾曲形状と
されておれば効果的である。Furthermore, it is effective that the cross-sectional shape of the thread groove including the shaft is such that the intersection of the flank on the large-diameter head side and the flank on the tapered side is curved.
上記手段によると、当該スクリュー釘の柱状基体外周面
には所定形状の溝以外にねじ溝が形成されていることか
ら、2種の構築部材を結合させる際には、このスクリュ
ー釘を2種の構築部材に打ち込んで貫通させ、このよう
な状態で柱状基体の先端側からナットを差し込み且つ該
ナットの雌ねじ部を前記ねじ溝に螺合させる際に、スク
リュー釘に形成された所定形状の溝がスクリュー釘の空
回りを防止して締め付けることができ、2種の構築部材
は、スクリュー釘の大径頭体とナットとの間に介在され
た状態で十分な結合力をもって締結されることになる。
尚、このスクリュー釘の大径頭体に工具が係合される係
合部を形成しておけば、工具を用いて当該スクリュー釘
を構築部材にねじ込むことが可能となる。According to the above-mentioned means, since the screw nail is formed on the outer peripheral surface of the columnar base of the screw nail in addition to the groove having the predetermined shape, when the two kinds of building members are coupled, the screw nail is divided into two kinds. When a nut is inserted into the building member so that the nut penetrates in such a state from the tip side of the columnar base and the female screw portion of the nut is screwed into the screw groove, a groove of a predetermined shape formed in the screw nail is formed. The screw nail can be prevented from idling and can be tightened, and the two kinds of building members are fastened with a sufficient coupling force in a state of being interposed between the large-diameter head body of the screw nail and the nut.
If a large-diameter head of the screw nail is formed with an engaging portion with which the tool is engaged, the screw nail can be screwed into the building member using the tool.
また、前記ねじ溝の含軸断面形状は、大径頭体側のフラ
ンクと軸直角線とのなす角が、先細り部側のフランクと
軸直角線とのなす角よりも大きくなるように設定してあ
るので、当該スクリュー釘を構築部材に打ち込む際に前
記大径頭体側のフランクが打ち込み方向に対して大きな
抵抗とはならずこれに起因して円滑な打ち込み作業が可
能となると共に、当該スクリュー釘が構築部材に打ち込
まれた後は前記先細り部側のフランクが抜け方向に対す
る大きな抵抗となって、このスクリュー釘の抜脱が効果
的に防止される。従って、このスクリュー釘を、上述の
ナットや工具を用いることなく単に金槌等で打ち込んで
おくだけでも、十分な結合力が得られることになる。In addition, the shaft groove cross-sectional shape of the thread groove is set so that the angle formed by the flank on the large-diameter head side and the axis perpendicular line is larger than the angle formed by the flank on the tapered portion side and the axis perpendicular line. Therefore, when driving the screw nail into the building member, the flank on the large-diameter head side does not have a large resistance in the driving direction, which enables smooth driving work, and at the same time, the screw nail can be driven. After being driven into the building member, the flank on the side of the tapered portion has a large resistance in the pulling direction, and the screw nail is effectively prevented from being pulled out. Therefore, a sufficient joining force can be obtained by merely driving the screw nail with a hammer or the like without using the above-mentioned nut or tool.
更に、前記ねじ溝の含軸断面形状を、大径頭体側のフラ
ンクと先細り部側のフランクとの交差部が、湾曲形状と
なるようにしておけば、金槌等を使用して当該スクリュ
ー釘を打ち込む際に座屈荷重が作用しても、この湾曲形
状の交差部に亀裂等が発生するといった事態は生ぜず、
これにより打ち込み時におけるスクリュー釘の破損が効
果的に防止されることになる。Furthermore, if the cross section of the thread groove containing the shaft is such that the intersection of the large-diameter head-side flank and the tapered portion-side flank has a curved shape, the screw nail can be attached using a hammer or the like. Even if a buckling load is applied during driving, a situation such as cracks will not occur at the intersection of this curved shape,
This effectively prevents breakage of the screw nail during driving.
以下、この考案の実施例を図面に基づいて説明する。 An embodiment of the present invention will be described below with reference to the drawings.
先ず、この考案の第1実施例を第1図乃至第3図に従っ
て説明する。First, a first embodiment of the present invention will be described with reference to FIGS.
第1図に示すように、この考案に係るスクリュー釘1
は、前述の従来例と同様に、先端(下端)に先細り部2
を有して所定形状の溝3…3が刻設された柱状基体4
と、該柱状基体4の基端(上端)に一体形成された大径
頭体5とから成る。前記柱状基体4の外周には、雌ねじ
部が螺合する一条のねじ溝6が形成されており、このね
じ溝6の含軸断面形状は、第2図に示すような形状とさ
れている。即ち、このねじ溝6における大径頭体側のフ
ランク7と軸直角線Xとのなす角αは、先細り部側のフ
ランク8と軸直角線Xとのなす角βよりも大きく設定さ
れている。換言すれば、打ち込み時に打ち込み方向に対
する抵抗となる大径頭体側のフランク7の方が、打ち込
み後に抜け方向に対する抵抗となる先細り部側のフラン
ク8よりも勾配が大きくされているのである。そして、
前記大径頭体側のフランク7と先細り部側のフランク8
との交差部9は、湾曲形状を呈している。As shown in FIG. 1, a screw nail 1 according to the present invention
Is the tapered portion 2 at the tip (lower end) as in the above-mentioned conventional example.
Columnar substrate 4 having grooves 3 ...
And a large-diameter head body 5 integrally formed at the base end (upper end) of the columnar base 4. On the outer periphery of the columnar base 4, a single thread groove 6 with which a female thread portion is screwed is formed, and the axial cross-sectional shape of this thread groove 6 is as shown in FIG. That is, the angle α between the flank 7 on the large-diameter head side and the axis-perpendicular line X in the thread groove 6 is set to be larger than the angle β between the flank 8 on the tapered portion side and the axis-perpendicular line X. In other words, the flank 7 on the large-diameter head side, which has a resistance to the driving direction at the time of driving, has a larger gradient than the flank 8 on the tapered portion side, which has a resistance to the pulling direction after driving. And
The large-diameter head side flank 7 and the tapered side flank 8
The intersection 9 with and has a curved shape.
このような構造とされたスクリュー釘1は、単に構築部
材に打ち込むことができるだけでなく、以下のようにし
て使用することが可能である。The screw nail 1 having such a structure can not only be simply driven into the building member, but can also be used as follows.
つまり、第3図に示すように、軽量コンクリートパネル
等でなる一方の構築部材10は他方の構築部材11を重合さ
せておき、この両構築部材10,11にわたって当該スクリ
ュー釘1を打ち込んで貫通させると共に、このような状
態で該スクリュー釘1の先細り部2側からナット12を差
し込み、該ナット12の雌ねじ部を柱状基体4外周のねじ
溝6に螺合させる際に、スクリュー釘1に形成された所
定形状の溝3…3がスクリュー釘1の空回りを防止して
締め付けることができる。このようにすれば、前記両構
築部材10,11は、スクリュー釘1の大径頭体5とナット1
2との間に介在された状態で締結されることになり、単
にこのスクリュー釘1を両構築部材10,11にわたって打
ち込んだ場合よりも、はるかに大きな結合力が得られる
ことになる。尚、前記ねじ溝6を、メートルねじやユニ
ファイねじに対応するように形成しておけば、前記ナッ
ト12としては市販のものを使用できることになる。That is, as shown in FIG. 3, one construction member 10 made of a lightweight concrete panel or the like has the other construction member 11 superposed, and the screw nail 1 is driven into both construction members 10 and 11 to penetrate them. Together with this, when the nut 12 is inserted from the tapered portion 2 side of the screw nail 1 in such a state and the female screw portion of the nut 12 is screwed into the thread groove 6 on the outer periphery of the columnar base 4, the screw nail 1 is formed. The grooves 3 ... 3 having a predetermined shape prevent the screw nail 1 from idling and can be tightened. In this way, the both construction members 10 and 11 are the large-diameter head body 5 of the screw nail 1 and the nut 1.
It will be fastened in a state of being interposed between the two and 2, and a much larger binding force will be obtained than in the case where the screw nail 1 is simply driven over both the construction members 10 and 11. If the thread groove 6 is formed so as to correspond to a metric screw or a unified screw, a commercially available nut 12 can be used.
また、このスクリュー釘1に形成されたねじ溝6は、第
2図に示すような形状とされていることから、当該スク
リュー釘1を金槌等を用いて構築部材に打ち込む際には
大径頭体側のフランク7が然程大きな抵抗とならないの
に対し、当該スクリュー釘1を構築部材に打ち込んだ後
は先細り部側のフランク8が抜け方向に対して大きな抵
抗となる。従って、このスクリュー釘1の打ち込み作業
は円滑且つスムーズに行われると共に、打ち込み後にお
いては上述のようなナットを用いなくとも当該スクリュ
ー釘1は容易に抜脱しなくなる。Moreover, since the screw groove 6 formed in the screw nail 1 has a shape as shown in FIG. 2, when the screw nail 1 is driven into a building member using a hammer or the like, a large diameter head is used. While the flank 7 on the body side does not have a great resistance, the flank 8 on the tapered portion side has a great resistance to the pulling-out direction after the screw nail 1 is driven into the building member. Therefore, the driving operation of the screw nail 1 is performed smoothly and smoothly, and after the driving operation, the screw nail 1 cannot be easily pulled out without using the nut as described above.
更に、前記ねじ溝6における両フランク7,8の交差部9
は、鋭角状とされずに湾曲形状とされていることから、
当該スクリュー釘1を構築部材に打ち込む際に座屈荷重
が作用しても、この湾曲形状の交差部9に応力が集中す
ることはなく、従って当該スクリュー釘1が打ち込み時
に破損するといった事態が回避されることになる。Further, the intersection 9 of both flanks 7 and 8 in the thread groove 6
Is a curved shape instead of an acute angle,
Even when a buckling load is applied when driving the screw nail 1 into the building member, stress is not concentrated at the curved crossing portion 9, and therefore, the situation where the screw nail 1 is damaged during driving is avoided. Will be done.
第4図は、この考案の第2実施例を示し、スクリュー釘
1における大径頭体5の上面に、ドライバー等の工具14
が係脱される係合溝15を形成したものである。その他の
各部については第1図乃至第3図に示した実施例と同様
であるので、同一の符号を付してその説明を省略する。
このような構造によれば、工具14を前記係合溝15に係合
させた状態でスクリュー釘1の打ち込み方向に力を加え
且つ前記工具14を回転させれば、スクリュー釘1は構築
部材に容易にねじ込まれることになる。FIG. 4 shows a second embodiment of the present invention, in which the tool 14 such as a screwdriver is provided on the upper surface of the large diameter head body 5 of the screw nail 1.
The engaging groove 15 for engaging and disengaging is formed. The other parts are the same as those in the embodiment shown in FIGS. 1 to 3, and therefore the same reference numerals are given and the description thereof is omitted.
According to such a structure, when the tool 14 is engaged with the engaging groove 15 and a force is applied in the driving direction of the screw nail 1 and the tool 14 is rotated, the screw nail 1 becomes a building member. It will be easily screwed.
尚、以上の実施例は、柱状基体4の外周に一条のねじ溝
6を右ねじに対応させて形成したものであるが、これと
は別に、例えば2条ねじや3条ねじに対応させて2条或
いは3条のねじ溝を形成するようにしてもよく、また左
ねじが螺合するようなねじ溝を形成してもよいのは言う
までもない。In the above embodiment, a single thread groove 6 is formed on the outer periphery of the columnar substrate 4 in correspondence with the right-hand thread, but separately from this, for example, in the case of 2-thread thread or 3-thread thread. It goes without saying that two or three thread grooves may be formed, or a thread groove into which a left-hand thread is screwed may be formed.
更に、以上の実施例は、ねじ溝6の深さを所定形状の溝
3…3の深さよりも深く形成したものであるが、当該ス
クリュー釘1の持つ機能を損なわせないようにするに
は、第5図に示す第3実施例のように、ねじ溝6の深さ
を所定形状の溝3…3の深さよりも浅く形成することが
好ましい。Further, in the above embodiment, the depth of the thread groove 6 is formed deeper than the depth of the grooves 3 ... 3 having a predetermined shape, but in order not to impair the function of the screw nail 1. As in the third embodiment shown in FIG. 5, it is preferable that the thread groove 6 is formed to have a depth smaller than that of the grooves 3 ... 3 having a predetermined shape.
この考案は上述のとおり構成されているので、次に記載
する効果を奏する。Since the present invention is configured as described above, it has the following effects.
請求項1のスクリュー釘によれば、柱状基体の外周に形
成されたねじ溝にナットを螺合させる際に、スクリュー
釘に形成された所定形状の溝がスクリュー釘の空回りを
防止して締め付けることが可能となり、このナットと大
径頭体との間に2種の構築部材を介在させて締め付けれ
ば、当該スクリュー釘の抜脱を完全に阻止できるのは勿
論のこと、極めて大きな結合力で構築部材を締結するこ
とが可能となる。更に、大径頭体に工具が係脱される係
合部を形成しておけば、当該工具を用いて構築部材にス
クリュー釘をねじ込むことが可能となり、これにより釘
穴の損傷等が防止できるばかりでなく、該スクリュー釘
の抜脱も効果的に防止でき、更にはガタツキ等も防止で
きることになる。According to the screw nail of claim 1, when the nut is screwed into the screw groove formed on the outer periphery of the columnar base, the groove having a predetermined shape formed on the screw nail prevents the screw nail from idling and is tightened. If two kinds of construction members are interposed between the nut and the large-diameter head body and tightened, it is possible not only to completely prevent the screw nail from being pulled out, but also with an extremely large coupling force. It is possible to fasten the building members. Furthermore, by forming an engaging portion for engaging and disengaging the tool on the large-diameter head, it is possible to screw the screw nail into the building member by using the tool, thereby preventing damage to the nail hole and the like. Not only that, the screw nail can be effectively prevented from being pulled out, and further rattling can be prevented.
また、ねじ溝の含軸断面における両フランクの勾配が適
切に設定されていることから、当該スクリュー釘の打ち
込み時に大径頭体側のフランクが左程大きな抵抗とはな
らず、これにより円滑な打ち込み作業が行われると共
に、釘穴に与える損傷も可及的低減される。また、当該
スクリュー釘の打ち込み後においては、先細り部側のフ
ランクが抜け方向に対する大きな抵抗となって、該スク
リュー釘の抜脱が好適に防止できると共に、構築部材に
十分な結合力が付与されることになる。Moreover, since the flanks of both flanks in the axial cross-section of the thread groove are set appropriately, the flank on the large diameter head side does not have a large resistance toward the left when driving the screw nail, which results in a smooth driving. As the work is done, damage to the nail holes is reduced as much as possible. Further, after the screw nail is driven, the flank on the tapered portion side becomes a great resistance to the pulling direction, the pulling out of the screw nail can be preferably prevented, and a sufficient bonding force is given to the building member. become.
請求項2のスクリュー釘によれば、ねじ溝の両フランク
の交差部が湾曲形状とされていることから、当該スクリ
ュー釘の打ち込み時に座屈荷重が作用しても、前記交差
部への応力集中が緩和されて、スクリュー釘が該交差部
から折れて破損するといった事態が回避されることにな
る。According to the screw nail of claim 2, since the intersection of both flanks of the screw groove is curved, even if a buckling load is applied when driving the screw nail, the stress concentration on the intersection is concentrated. Is alleviated, and the situation in which the screw nail is broken from the intersection and damaged is avoided.
第1図乃至第3図はこの考案の第1実施例を示すもの
で、第1図はスクリュー釘の正面図、第2図はスクリュ
ー釘の要部拡大縦断正面図、第3図はスクリュー釘の使
用例を示す縦断正面図である。また、第4図はこの考案
の第2実施例を示すスクリュー釘の正面図、第5図はこ
の考案の第3実施例を示すスクリュー釘の正面図であ
る。更に、第6図及び第7図は夫々従来例を示すスクリ
ュー釘の正面図、第8図は従来例の要部拡大縦断正面図
である。 1…スクリュー釘、 2…先細り部、 3…溝、 4…柱状基体、 5…大径頭体、 6…ねじ溝、 7…大径頭体側のフランク、 8…先細り部側のフランク、 9…交差部、 X…軸直角線。1 to 3 show a first embodiment of the present invention. FIG. 1 is a front view of a screw nail, FIG. 2 is an enlarged vertical front view of a main portion of the screw nail, and FIG. 3 is a screw nail. FIG. 8 is a vertical sectional front view showing an example of use of. FIG. 4 is a front view of a screw nail showing a second embodiment of the present invention, and FIG. 5 is a front view of a screw nail showing a third embodiment of the present invention. Further, FIGS. 6 and 7 are front views of a screw nail showing a conventional example, and FIG. 8 is an enlarged vertical sectional front view of a main part of the conventional example. DESCRIPTION OF SYMBOLS 1 ... Screw nail, 2 ... Tapered part, 3 ... Groove, 4 ... Columnar base, 5 ... Large diameter head, 6 ... Screw groove, 7 ... Large diameter head side flank, 8 ... Tapered side flank, 9 ... Intersection, X ... A line perpendicular to the axis.
Claims (2)
刻設された柱状基体と、該柱状基体の基端に一体形成さ
れた大径頭体とから成るスクリュー釘において、前記柱
状基体の外周に、雌ねじ部が螺合するように前記所定形
状の溝とは異なる螺旋状のねじ溝をその含軸断面形状に
おいて、大径頭体側のフランクと軸直角線とのなす角
が、先細り部側のフランクと軸直角線とのなす角よりも
大きく形成したことを特徴とするスクリュー釘。1. A screw nail comprising a columnar base body having a tapered portion at its tip and having a groove of a predetermined shape formed therein, and a large-diameter head body integrally formed at the base end of the columnar base body, On the outer periphery of the base body, a spiral thread groove different from the groove of the predetermined shape so that the female thread portion is screwed, in the shaft-shaped cross-sectional shape, the angle formed by the flank on the large-diameter head side and the axis perpendicular to A screw nail characterized in that it is formed larger than the angle formed by the flank on the tapered portion side and the axis-perpendicular line.
ランクと先細り部側のフランクとの交差部が、湾曲形状
とされていることを特徴とする請求項1記載のスクリュ
ー釘。2. The screw nail according to claim 1, wherein an axial cross-sectional shape of the thread groove has a curved shape at an intersection of a flank on the large-diameter head side and a flank on the tapered side. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1988093213U JPH066262Y2 (en) | 1988-07-14 | 1988-07-14 | Screw nail |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1988093213U JPH066262Y2 (en) | 1988-07-14 | 1988-07-14 | Screw nail |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0219919U JPH0219919U (en) | 1990-02-09 |
JPH066262Y2 true JPH066262Y2 (en) | 1994-02-16 |
Family
ID=31317660
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1988093213U Expired - Lifetime JPH066262Y2 (en) | 1988-07-14 | 1988-07-14 | Screw nail |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH066262Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2520943Y2 (en) * | 1992-02-15 | 1996-12-18 | 福井鋲螺株式会社 | Screw nail |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH042739U (en) * | 1990-04-24 | 1992-01-10 |
-
1988
- 1988-07-14 JP JP1988093213U patent/JPH066262Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0219919U (en) | 1990-02-09 |
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