JPH0442361Y2 - - Google Patents
Info
- Publication number
- JPH0442361Y2 JPH0442361Y2 JP15856587U JP15856587U JPH0442361Y2 JP H0442361 Y2 JPH0442361 Y2 JP H0442361Y2 JP 15856587 U JP15856587 U JP 15856587U JP 15856587 U JP15856587 U JP 15856587U JP H0442361 Y2 JPH0442361 Y2 JP H0442361Y2
- Authority
- JP
- Japan
- Prior art keywords
- embedded anchor
- mounting hole
- perforated
- fixing
- hole
- 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
Links
- MOVRNJGDXREIBM-UHFFFAOYSA-N aid-1 Chemical compound O=C1NC(=O)C(C)=CN1C1OC(COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C(NC(=O)C(C)=C2)=O)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)COP(O)(=O)OC2C(OC(C2)N2C3=C(C(NC(N)=N3)=O)N=C2)CO)C(O)C1 MOVRNJGDXREIBM-UHFFFAOYSA-N 0.000 description 13
- 239000002184 metal Substances 0.000 description 7
- 229920005989 resin Polymers 0.000 description 7
- 239000011347 resin Substances 0.000 description 7
- 239000002775 capsule Substances 0.000 description 5
- 239000000203 mixture Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000011381 foam concrete Substances 0.000 description 3
- 239000011796 hollow space material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 229920005992 thermoplastic resin Polymers 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000004800 polyvinyl chloride Substances 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000011162 core material Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Landscapes
- Foundations (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は埋込アンカ、殊に基盤に形成した取付
孔に接着剤を用いて定着させる埋込アンカの定着
用補助具に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an embedded anchor, and particularly to an auxiliary tool for fixing an embedded anchor, which is fixed to a mounting hole formed in a base using an adhesive.
既設のコンクリートなどの基盤に埋込みアンカ
とほぼ同じか或いはやや大きめの径を有する有底
の取付孔を形成し、この取付孔に挿入した埋込ア
ンカと取付孔との隙間にポリエステル系、エポキ
シ系などの合成樹脂を流動状態で充填し硬化させ
て埋込アンカを定着させる技術が従来から知られ
ている。
A bottomed mounting hole with a diameter that is approximately the same as or slightly larger than that of the embedded anchor is formed in the existing concrete base, and a polyester or epoxy based material is used in the gap between the embedded anchor inserted into this mounting hole and the mounting hole. Techniques for fixing embedded anchors by filling synthetic resins such as in a fluid state and curing them have been known for a long time.
この技術は取付孔内に挿入したアンカの先端を
機械的に拡開させて定着させる所謂メカニカルア
ンカに比べて引抜き強度が一律で優れた定着力を
得ることができるとともに、コンクリートの他に
岩盤や軟弱な気泡性コンクリートなどの基盤にも
使用することができ、しかも角部や隅部などの狭
い部位にも容易に施工できるなど多くの利点を有
している。 Compared to so-called mechanical anchors, in which the tip of the anchor inserted into the mounting hole is mechanically expanded and fixed, this technology has a uniform pull-out strength and can obtain superior anchoring power. It has many advantages, such as being able to be used on bases made of soft cellular concrete, etc., and being easy to install in narrow areas such as corners and corners.
ところが、例えば気泡性コンクリートなどによ
り形成される軽量ブロツクのように内部に空部を
有し厚みが少ない基盤などに充分な引抜き強度を
発揮させるだけの長さを有する埋込アンカを取付
ける場合には、基磐に形成する取付孔が空部へ貫
通してしまい埋込アンカを定着させる際に埋込ア
ンカの保持が容易でないとともに、取付孔と埋込
アンカとの隙間に充填した樹脂が空部へ流出する
ため定着が困難または不可能となる。
However, when installing an embedded anchor long enough to provide sufficient pull-out strength on a thin foundation with a hollow space inside, such as a lightweight block made of cellular concrete, etc. , the mounting hole formed in the base rock penetrates into the empty space, making it difficult to hold the embedded anchor when fixing it, and the resin filled in the gap between the mounting hole and the embedded anchor penetrates into the empty space. This makes fixation difficult or impossible.
従つて、敢えてそのような箇所へ定着させる場
合には空部へ貫通しない浅い取付孔を形成し、こ
れに短尺の埋込アンカを定着することとなり樹脂
を介しての取付孔と埋込アンカとの接触面積、即
ち接着面積が少なくなるため充分な引抜き強度を
確保することができない。 Therefore, if you dare to fix it in such a place, you will need to form a shallow mounting hole that does not penetrate into the empty space and fix a short embedded anchor in this hole, which means that the mounting hole and embedded anchor will be connected through the resin. Since the contact area, that is, the adhesion area is reduced, sufficient pull-out strength cannot be ensured.
本考案は斯る実情に鑑みてなされたものであつ
て、厚さが少なく後方に空部を有している基盤に
充分な引抜き強度を発揮させることのできる長さ
を有する埋込アンカを定着させることが可能な埋
込アンカの定着用補助具を提供することを課題と
して考案されたものである。 The present invention was developed in view of these circumstances, and it is an embedded anchor that is long enough to provide sufficient pull-out strength to a base that is thin and has a hollow space at the rear. This invention was devised with the aim of providing an auxiliary tool for fixing an embedded anchor that can be used to fix an embedded anchor.
前記の目的を達成するため本考案は、内外を連
通する多数の透孔を有する少なくとも一つの有孔
筒部と内外を遮断する少なくとも一つの無孔筒部
とが軸線方向へ交互に連設され、埋込アンカより
も大径にして取付孔よりも小径の円筒状に形成さ
れていることを特徴としている。
In order to achieve the above object, the present invention has at least one perforated cylindrical part having a large number of through holes communicating between the inside and outside and at least one non-perforated cylindrical part that blocks the inside and outside, which are arranged alternately in the axial direction. It is characterized by being formed into a cylindrical shape with a diameter larger than that of the embedded anchor and smaller than the mounting hole.
有孔筒部を基盤に、無孔筒部を空部にそれぞれ
合致させて取付孔に挿入し、その内部に埋込アン
カを挿入するとともに樹脂を充填する。充填され
た樹脂は内外を遮断する無孔筒部により空部への
流出が防止されるとともに有孔筒部に形成された
多数の透孔を通じて内部の埋込アンカと取付孔と
を互いに接着する。
Using the perforated cylindrical part as a base, the non-perforated cylindrical part is aligned with the hollow part and inserted into the mounting hole, and the embedded anchor is inserted into the inside thereof and filled with resin. The filled resin is prevented from flowing into the cavity by the non-porous cylindrical part that blocks the inside and outside, and also adheres the internal embedded anchor and the mounting hole to each other through the numerous through holes formed in the perforated cylindrical part. .
次に本考案の実施例を図面に基いて説明する。 Next, embodiments of the present invention will be described based on the drawings.
第1図および第2図は本考案である埋込アンカ
の定着用補助具の一実施例を示すものであり、符
号1で示される定着補助具は例えば孔径が1mm程
度の透孔17を有する金綱2により形成され使用
する埋込みアンカよりも大径にして取付孔よりも
小径の有孔筒部3と、この有孔筒部3と同形で金
綱2を芯材としてこれにポリ塩化ビニルなどの熱
可塑性樹脂製の周壁4ならびに底壁5とを被着さ
せた無孔筒部6とが軸線方向へ連設されて円筒状
に形成されている。また、有孔筒部3の開放側端
部3aにはポリ塩化ビニルなどの合成樹脂製の鍔
7が突設されている。尚、有孔筒部3の長さは取
付ける基盤の厚さに応じて設定する。 1 and 2 show an embodiment of the fixing aid for an embedded anchor according to the present invention, and the fixing aid designated by reference numeral 1 has, for example, a through hole 17 with a hole diameter of about 1 mm. A perforated cylindrical part 3 formed by the metal rope 2 and having a diameter larger than the embedded anchor to be used and a smaller diameter than the mounting hole, and a perforated cylindrical part 3 having the same shape as the perforated cylinder part 3 and made of polyvinyl chloride or the like with the metal rope 2 as a core material. A non-porous cylindrical portion 6 having a circumferential wall 4 and a bottom wall 5 made of thermoplastic resin is axially connected to form a cylindrical shape. Furthermore, a collar 7 made of synthetic resin such as polyvinyl chloride is provided protruding from the open end 3a of the perforated cylindrical portion 3. Note that the length of the perforated cylinder portion 3 is set depending on the thickness of the base to which it is attached.
かかる構成を有する定着補助具1は例えば第3
図に示すように、所定の巾ならびに長さを有する
金綱2を巻回して所定径の円筒状とし、次で第4
図に示すようにその一方端2aをこれより僅かに
大きい内径を有する有底の雌型8に嵌挿するとと
もにその内方に僅かに小径の棒状の雄型9を嵌挿
し、雌型8と雄型9との間に溶融樹脂10を必要
量だけ射出または注入して金綱2の孔部を塞ぐこ
とにより所定長さの無孔筒部6を形成するもので
ある。或いは、例えば第5図に示すように、所定
径で所定の長さを有する有底の筒体11を熱可塑
性樹脂により予め形成しておき、これに巻回して
円筒状とした金綱2の一方端2aを嵌挿したのち
加熱した型を当接し筒体11を熱収縮させて金綱
2に付着させることにより無孔筒部6を形成す
る。尚、有孔筒部3の端部3aに設けられている
鍔7も無孔筒部6を形成したのと同様の手段によ
り被着されるが、これらは前記以外の適宜な手段
で形成することができる。 The fixing aid 1 having such a configuration is, for example, a third
As shown in the figure, a metal rope 2 having a predetermined width and length is wound into a cylindrical shape with a predetermined diameter, and then a fourth
As shown in the figure, one end 2a of the end 2a is inserted into a bottomed female mold 8 having an inner diameter slightly larger than that, and a rod-shaped male mold 9 with a slightly smaller diameter is inserted inside the female mold 8. By injecting or injecting a required amount of molten resin 10 between the male die 9 and the hole in the wire 2, a non-porous cylindrical portion 6 of a predetermined length is formed. Alternatively, as shown in FIG. 5, for example, a bottomed cylindrical body 11 having a predetermined diameter and a predetermined length is formed in advance from thermoplastic resin, and one side of the metal rope 2 is wound around the thermoplastic resin to form a cylindrical shape. After the end 2a is inserted, a heated mold is brought into contact with the cylindrical body 11 to thermally shrink the cylindrical body 11 and attach it to the metal rope 2, thereby forming the non-porous cylindrical portion 6. Note that the collar 7 provided on the end 3a of the perforated cylinder part 3 is also attached by the same means used to form the non-perforated cylinder part 6, but these may be formed by any suitable means other than the above. be able to.
次に本実施例の定着用補助具1を用いた埋込ア
ンカの定着方法について説明する。 Next, a method for fixing an embedded anchor using the fixing aid 1 of this embodiment will be explained.
第6図乃至第9図は気泡性コンクリートにより
形成され中空部12を有するブロツクからなる基
盤13に埋込アンカを定着させる方法を示すもの
であり、まず第6図に示すように基盤13に表面
13aから中空部12へ貫通する取付孔14を形
成し、次で第7図に示すように定着用補助具1を
無孔筒部6則から取付孔14に挿入する。このと
き定着用補助具1は鍔7が表面13aに当接して
没入することなく有孔筒部3が取付孔14の部分
に、無孔筒部6が中空部12の部分にそれぞれ位
置した状態に保持される。そして、第8図に示す
ように従来一般に使用されている樹脂、硬化剤、
骨材などが収容されたカプセル15を定着補助具
1に挿入し、ハンマドリルなどの打込工具に装着
された埋込アンカ16を回転させながら定着用補
助具1内に挿入し、カプセル15を破壊するとと
もに内部の樹脂、硬化剤などを混合させる。この
とき中空部12へ貫通している取付孔14は底壁
5を有し内外を遮断する無孔筒部6により中空部
12とほとんど遮断された状態であり、混合物が
中空部12へ流出することなく第9図に示すよう
に定着用補助具1内で埋込アンカ16を挿入した
状態で硬化する。また、混合物15aは有孔筒部
3では内外を連通する多数の透孔17を通過し取
付孔14の壁面へ付着して硬化し、埋込アンカ1
6、有孔筒部3ならびに取付孔14が互いに固着
される。 6 to 9 show a method of fixing an embedded anchor to a base 13 made of aerated concrete and having a hollow part 12. First, as shown in FIG. A mounting hole 14 penetrating from the hole 13a into the hollow portion 12 is formed, and then, as shown in FIG. 7, the fixing aid 1 is inserted into the mounting hole 14 from the non-porous cylindrical portion 6. At this time, the fixing aid 1 is in a state in which the perforated cylinder part 3 is located in the mounting hole 14 part and the non-perforated cylinder part 6 is located in the hollow part 12, without the collar 7 coming into contact with the surface 13a and being recessed. is maintained. As shown in Figure 8, conventionally commonly used resins, curing agents,
The capsule 15 containing aggregate etc. is inserted into the fixing aid 1, and the embedded anchor 16 attached to a driving tool such as a hammer drill is inserted into the fixing aid 1 while rotating, and the capsule 15 is destroyed. At the same time, the resin, hardening agent, etc. inside are mixed. At this time, the attachment hole 14 penetrating into the hollow part 12 is almost blocked from the hollow part 12 by the non-porous cylindrical part 6 which has a bottom wall 5 and blocks the inside and outside, and the mixture flows out into the hollow part 12. As shown in FIG. 9, the fixing device is cured with the embedded anchor 16 inserted inside the fixing aid 1. In addition, the mixture 15a passes through a large number of through holes 17 that communicate between the inside and outside of the perforated cylindrical portion 3, adheres to the wall surface of the attachment hole 14, hardens, and fixes the embedded anchor 1.
6. The perforated cylinder portion 3 and the mounting hole 14 are fixed to each other.
このように本実施例によれば、混合物15aが
埋込アンカ16、定着用補助具1ならびに取付孔
14を一体的に固着することとなり、しかも埋込
アンカ16ならびに定着用補助具1は基盤13の
厚さ即ち取付孔14の長さよりも長いため短い埋
込アンカを用いて従来の方法により定着させた場
合に比べて大きな耐引抜き強度を発揮させること
ができる。更にハンマドリルなどでカプセル15
を破壊して収納物を混合する際に、埋込アンカ1
6が横振れしても定着用補助具1で囲まれている
ため取付孔14の壁を破壊することがない。殊に
骨材を収容したカプセル15、或いはガラス容器
製のカプセル15を用いた場合に骨材や破壊によ
つて生じるガラス片よりも小径の透孔17を有孔
筒部3に形成することにより骨材などによる孔壁
の破壊を防ぐことができ、取付孔14の崩壊防止
効果の向上を図ることができる。 According to this embodiment, the mixture 15a integrally fixes the embedded anchor 16, the fixing aid 1, and the mounting hole 14, and the embedded anchor 16 and the fixing aid 1 are attached to the base 13. , that is, longer than the length of the attachment hole 14, it is possible to exhibit greater pull-out strength than when fixed by a conventional method using a short embedded anchor. Furthermore, use a hammer drill etc. to remove capsule 15.
Embedded anchor 1 when destroying and mixing stored items.
Even if the fixing device 6 shakes laterally, the wall of the attachment hole 14 will not be damaged because it is surrounded by the fixing aid 1. In particular, when a capsule 15 containing aggregate or a capsule 15 made of a glass container is used, by forming a through hole 17 in the perforated cylindrical portion 3 with a diameter smaller than that of the aggregate or the glass fragments produced by destruction. It is possible to prevent the hole wall from being destroyed by aggregate, etc., and the effect of preventing the attachment hole 14 from collapsing can be improved.
第10図は本考案の他の実施例を示すものであ
り、両端に所定長さの有孔筒部3b,3cを有す
るとともにそれらの間に所定長さの無孔筒部6を
有する構成である。この実施例の定着用補助具1
は、第11図に示すように中空部12を挾んで基
端側の基盤部13bと先端側の基盤部13cとに
亘つて埋込アンカ16を架設させた状態で定着さ
せることができるものであり、この場合も定着用
補助具1内の混合物は内外を遮断する無孔筒部6
により中空部12への流出が防止され、基盤部1
3b,13cに位置している有孔筒部3b,3c
を通過して取付孔14b,14cに付着して硬化
し、埋込アンカ16を定着させる。 FIG. 10 shows another embodiment of the present invention, which has a structure having perforated cylindrical parts 3b and 3c of a predetermined length at both ends and a non-perforated cylindrical part 6 of a predetermined length between them. be. Fixing aid 1 of this example
As shown in FIG. 11, the embedded anchor 16 can be fixed in a state where the hollow part 12 is sandwiched between the base part 13b on the proximal end and the base part 13c on the distal end. In this case as well, the mixture inside the fixing aid 1 is passed through the non-porous cylindrical part 6 that blocks the inside and outside.
This prevents leakage into the hollow part 12, and the base part 1
The perforated cylinder portions 3b, 3c located at 3b, 13c
The embedded anchor 16 is fixed by passing through and adhering to the attachment holes 14b, 14c and hardening.
本実施例では有孔筒部3b,3cを二ケ所に設
け、中空部12を挾んで基盤部13b,13cに
架設するように埋込アンカ16を定着するため更
に大きな耐引抜き強度を得ることができる。尚、
本実施例も前記実施例とほぼ同様の手段によつて
製造することができる。 In this embodiment, the perforated cylindrical parts 3b and 3c are provided in two places, and the embedded anchor 16 is fixed to the base parts 13b and 13c by sandwiching the hollow part 12, so that even greater pull-out strength can be obtained. can. still,
This example can also be manufactured by substantially the same means as the previous example.
第12図は本考案の更に他の実施例を示すもの
であり、全体が薄板状の金属板によつて形成さ
れ、有孔筒部3b,3cは多数の透孔17が打抜
きにより形成されている。この実施例の定着用補
助具1は、例えば第13図に示すように薄い金属
製の板材18を所定形状に切断するとともに所定
位置に多数の透孔17を形成し、これを円筒状に
形成し、そのまま必要ならば合成樹脂製の底部材
を装着させて製造する。本実施例のものは製造が
容易であり、殊に底部材を要しないものはきわめ
て簡単に製造せきる。 FIG. 12 shows still another embodiment of the present invention, in which the whole is made of a thin metal plate, and the perforated cylinder parts 3b and 3c have a large number of through holes 17 formed by punching. There is. The fixing aid 1 of this embodiment is, for example, as shown in FIG. 13, by cutting a thin metal plate 18 into a predetermined shape, forming a large number of through holes 17 at predetermined positions, and forming this into a cylindrical shape. However, if necessary, a synthetic resin bottom member can be attached and manufactured. The structure of this embodiment is easy to manufacture, especially one that does not require a bottom member.
本考案によると、厚さが少なく後方に空部を有
している基盤であつても充分な耐引抜き強度を有
して埋込アンカを定着させることができ、また埋
込アンカ打込時の衝撃による取付孔の破壊を防止
するため軟弱な気泡性コンクリートブロツクなど
の基盤にも容易に埋込アンカを定着させることが
できる。
According to the present invention, even if the base is thin and has a hollow space at the rear, it is possible to fix the embedded anchor with sufficient pull-out resistance, and when driving the embedded anchor. In order to prevent damage to the mounting hole due to impact, the embedded anchor can be easily fixed to a base such as a soft cellular concrete block.
第1図は本考案の一実施例を示す斜視図、第2
図は第1図のA−A線に沿う断面図、第3図、第
4図ならびに第5図は第1図ならびに第2図に示
した実施例の製造方法を示す説明図、第6図、第
7図、第8図ならびに第9図はその使用方法を示
す説明図、第10図は本考案の他の実施例を示す
斜視図、第11図はその使用状態を示す説明図、
第12図は本考案の更に他の実施例を示す斜視
図、第13図はその展開図である。
1……定着用補助具、3……3b,3c有孔筒
部、6……無孔筒部、17……透孔。
Fig. 1 is a perspective view showing one embodiment of the present invention;
The figure is a sectional view taken along the line A-A in FIG. 1, FIGS. 3, 4, and 5 are explanatory diagrams showing the manufacturing method of the embodiment shown in FIGS. 1 and 2, and FIG. , FIG. 7, FIG. 8, and FIG. 9 are explanatory diagrams showing how to use the same, FIG. 10 is a perspective view showing another embodiment of the present invention, and FIG. 11 is an explanatory diagram showing the state of use.
FIG. 12 is a perspective view showing still another embodiment of the present invention, and FIG. 13 is a developed view thereof. DESCRIPTION OF SYMBOLS 1... Auxiliary tool for fixing, 3... 3b, 3c perforated cylindrical part, 6... Non-perforated cylindrical part, 17... Through hole.
Claims (1)
とも一つの有孔筒部3と内外を遮断する少なくと
も一つの無孔筒部6とが軸線方向へ交互に連設さ
れ、埋込アンカ16よりも大径にして取付孔14
よりも小径の円筒状に形成されていることを特徴
とする埋込アンカの定着用補助具。 At least one perforated cylindrical part 3 having a large number of through holes 17 that communicate between the inside and outside and at least one non-perforated cylindrical part 6 that blocks the inside and outside are alternately arranged in the axial direction, and are larger than the embedded anchor 16. Mounting hole 14 in diameter
An auxiliary tool for fixing an embedded anchor, characterized in that it is formed into a cylindrical shape with a smaller diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15856587U JPH0442361Y2 (en) | 1987-10-16 | 1987-10-16 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15856587U JPH0442361Y2 (en) | 1987-10-16 | 1987-10-16 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0165341U JPH0165341U (en) | 1989-04-26 |
| JPH0442361Y2 true JPH0442361Y2 (en) | 1992-10-06 |
Family
ID=31439009
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15856587U Expired JPH0442361Y2 (en) | 1987-10-16 | 1987-10-16 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0442361Y2 (en) |
-
1987
- 1987-10-16 JP JP15856587U patent/JPH0442361Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0165341U (en) | 1989-04-26 |
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