JPH0427620Y2 - - Google Patents

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Publication number
JPH0427620Y2
JPH0427620Y2 JP14477289U JP14477289U JPH0427620Y2 JP H0427620 Y2 JPH0427620 Y2 JP H0427620Y2 JP 14477289 U JP14477289 U JP 14477289U JP 14477289 U JP14477289 U JP 14477289U JP H0427620 Y2 JPH0427620 Y2 JP H0427620Y2
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JP
Japan
Prior art keywords
frame
plates
inner frame
frame plates
formwork
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
Application number
JP14477289U
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Japanese (ja)
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JPH0384106U (en
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Priority to JP14477289U priority Critical patent/JPH0427620Y2/ja
Publication of JPH0384106U publication Critical patent/JPH0384106U/ja
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Expired legal-status Critical Current

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Description

【考案の詳細な説明】 に≪産業状の利用分野≫ 本考案は、コンクリートにより桝を成形するた
めの桝型枠に係り、特にその内枠に関する。
[Detailed Description of the Invention] <<Industrial Application Fields>> The present invention relates to a box formwork for forming a box using concrete, and particularly relates to the inner frame thereof.

≪従来の技術≫ 桝の型枠は、第5図に例示した如く、内枠aと
外枠bとからなるもので、コンクリート打込み時
のコンクリート打設圧は、内枠aにあつては内側
に向け、外枠bにあつては外側に向けて夫々作用
することとなる。
≪Prior art≫ As illustrated in Fig. 5, the formwork of a box consists of an inner frame a and an outer frame b. In the case of outer frame b, it acts outward.

従つて、従来の桝型枠は、上記内枠a及び外枠
bの各枠板c……,e……がコンクリート打設圧
によつて内側及び外側に向け撓んでしまうのを防
止するため、内枠aにおいては第5図〜第7図に
例示した如く、二軸方向に横梁d……を組み入れ
る等して、枠板c……を内側から補強したり、又
外枠bにおいては、第5図に例示した如く、縦桟
f……を介して横梁d……を組み付ける等して枠
板e……を外側から補強するようにしている。
Therefore, in the conventional box formwork, in order to prevent the frame plates c..., e... of the inner frame a and the outer frame b from being bent inward and outward due to concrete pouring pressure, In the inner frame a, as illustrated in Figs. 5 to 7, the frame plates c... are reinforced from the inside by incorporating cross beams d... in the biaxial directions, and in the outer frame b, As illustrated in FIG. 5, the frame plates e are reinforced from the outside by assembling horizontal beams d through vertical beams f.

≪考案が解決しようとする課題≫ しかしながら、上記従来の桝の型枠によると、
その外側dにあつては、外周側に充分なスペース
を有することで、その組立て、分解を作業性良く
く行うことができるが、内枠aにあつては、その
狭い内部において、枠板c……、横梁d……の組
立て、分解を行うこととなるから、作業性及び作
業効率が悪いこととなる。
≪Problem that the invention attempts to solve≫ However, according to the above-mentioned conventional box formwork,
For the outer side d, by having sufficient space on the outer circumferential side, assembly and disassembly can be performed with good work efficiency, but for the inner frame a, in the narrow inside, the frame plate c ..., the cross beam d... must be assembled and disassembled, resulting in poor workability and efficiency.

又、従来、内枠aの枠板c……が平板形状であ
る場合は、第5図に示したように、枠板c,c相
互を、端面と内面とを突き合せた状態にして組み
立てるか、第6図に示したように、前後の枠板
c,cの端面に、左右の枠板c,cの内面を突き
合せた状態にて当該枠板c,c……相互を組み立
てるようにしている。
Conventionally, when the frame plate c of the inner frame a has a flat plate shape, the frame plates c and c are assembled with their end surfaces and inner surfaces butted against each other, as shown in Fig. 5. Or, as shown in Fig. 6, the inner surfaces of the left and right frame plates c, c are brought into contact with the end surfaces of the front and rear frame plates c, c, and the frame plates c, c... are assembled together. I have to.

しかし、第5図の前者によるときは、コンクリ
ート硬化後、内枠aを分解する際、先ず横梁d…
…を除去し、次いで枠板c,c……を内側へ向け
て取り外すことになるが、枠板c,c相互が、端
部において重ね合されているため、当該枠板c,
c……の除去作業が、容易ではなく、当該作業に
多大の労力と時間を費しているのが現状である。
However, in the case of the former shown in Fig. 5, when disassembling the inner frame a after the concrete hardens, first the cross beam d...
... is removed, and then the frame plates c, c... are removed inwardly, but since the frame plates c, c are overlapped at their ends, the frame plates c,
The current situation is that the removal work of c... is not easy and requires a great deal of effort and time.

一方、第6図に示したものは、横梁d……を解
体除去後、前後の枠板c,cを図中矢印hで示し
た内側へ倒して取り外した後、左右の枠板c,c
を内側へ取り外すことになるが、左右の枠板c,
cは、コンクリート打設圧を内側に向けて受けて
おり、この状態にて前後の枠板c,cの端面に対
し圧着されているので、前後の枠板c,cを内側
へ向けて倒すことは容易な業ではなく、この結果
分解作業に多大の労力と時間を費すこととなる。
On the other hand, in the case shown in Fig. 6, after disassembling and removing the cross beam d..., and removing the front and rear frame plates c, c by tilting them inward as shown by the arrow h in the figure, the left and right frame plates c, c are removed.
will be removed inward, but the left and right frame plates c,
c is receiving the concrete placing pressure inward, and in this state it is crimped against the end faces of the front and rear frame plates c and c, so tilt the front and rear frame plates c and c inward. This is not an easy task, and as a result, a great deal of effort and time is spent on the disassembly work.

又、従来例として第7図に示したように、枠板
c……を平面略L字形状として、その端部に切欠
部c′を開先形状に形成し、該枠板cを図示の矢印
i方向に取り外すようにして、その取り外しを行
なうようにしたものも知られている。
In addition, as a conventional example, as shown in FIG. 7, the frame plate c... is approximately L-shaped in plan, and a notch c' is formed at the end thereof in a groove shape. There is also known a device in which the device is removed in the direction of arrow i.

しかし、この場合は、枠板cの直角な二面と、
硬化したコンクリートとが密接状態にあるので、
該枠板cが僅かでも正常位置から傾いた状態とな
れば分解が困難となるだけでなく、切欠部c′の先
端を隣接する枠板cの端面に正確に突き合せしな
ければならないため、高い組立て精度が要求さ
れ、その作業性が悪い等の問題もある。
However, in this case, the two perpendicular faces of frame plate c,
Because it is in close contact with hardened concrete,
If the frame plate c is even slightly tilted from its normal position, not only will it be difficult to disassemble it, but the tip of the notch c' must be accurately butted against the end face of the adjacent frame plate c. High assembly accuracy is required, and there are also problems such as poor workability.

本考案は、上記従来の桝型枠がもつているこの
ような問題点に鑑み、内枠の組立てと分解とを、
容易な操作によつて簡易に、かつ作業性良く行い
得るようにすると共に、組立てを高精度にして、
かつ剛構造に行い得るようにするのが、その目的
である。
In view of the above-mentioned problems with the conventional box formwork, the present invention has been developed to improve the assembly and disassembly of the inner frame.
Easy operation makes it easy to perform and has good workability, and the assembly is made with high precision.
The purpose is to make it possible to create a rigid structure.

≪課題を解決するための手段≫ 本考案は、上記の目的を達成するため、所要の
離間間隔をおいて配置される内枠と外枠とからな
る桝の型枠において、上記内枠を、内側に所要複
数個の中桟が縦設され、かつ当該中桟の内側にあ
つて、少なくとも上部と下部に梁受金具が設けら
れている所要複数枚の枠板と、上記各枠板の端部
相互間に挟持され、内向きに抜出自在なるよう外
側角部より突出片が縦設され、かつ枠板相互の組
立て角度をもつて、内側の少なくとも上部と下部
に梁受金具が設けられている所要複数個の角柱
と、枠状にして上記各枠板及び各角柱の夫々の梁
受金具に係脱自在にして各角柱に架設可能なるよ
う形成されている支持梁とからなる桝の型枠を提
供しようとするものである。
≪Means for Solving the Problems≫ In order to achieve the above-mentioned object, the present invention provides a formwork for a box consisting of an inner frame and an outer frame arranged at a required interval, in which the inner frame is A required plurality of frame boards each having a plurality of vertically installed inner crosspieces and having beam holders provided at least on the upper and lower parts thereof, and the ends of each of the frame boards. A projecting piece is provided vertically from the outer corner so as to be sandwiched between the parts and can be freely pulled out inwardly, and beam holders are provided on at least the upper and lower parts of the inner part at an assembly angle between the frame plates. A support beam formed in the form of a frame and formed so that it can be freely connected to and detached from each of the frame plates and the respective beam holders of each corner pillar so that it can be erected on each corner pillar. The idea is to provide a formwork.

≪作用≫ 内枠の組立を行うには、先ず、角柱を、その梁
受金具が内向きとなるようにして所定の離間間隔
にて立て込み、次いで各枠板の端部を上記各角柱
の外側面に重ね合せ、その端面を角柱の突出片に
突き合わせた状態とする。
≪Operation≫ To assemble the inner frame, first set up the square columns at predetermined intervals with their beam holders facing inward, then insert the ends of each frame plate into each square column. It is overlapped with the outer surface, and its end face is brought into contact with the protruding piece of the prism.

次いで、複数の支持梁につき、これを、上記各
枠板と各角柱との夫々の梁受金具に係合し、要す
れば、該支持梁を角柱の梁受金具に対しボルト締
めすることで組立てが完了する。
Next, the plurality of support beams are engaged with the beam brackets of each of the frame plates and the square columns, and if necessary, the support beams are bolted to the beam brackets of the square columns. Assembly is complete.

外枠は、上記内枠の回りにあつて、所定の離間
間隔が保たれるように従来の手段により組立てら
れる。
The outer frame is assembled by conventional means so as to maintain a predetermined spacing around the inner frame.

このようにして組立てた内枠と外枠間にコンク
リートを打ち込み、該コンクリートが硬化したな
らば、次のようにして型枠を分解することができ
る。
Concrete is poured between the inner and outer frames assembled in this manner, and once the concrete has hardened, the formwork can be disassembled as follows.

内枠にあつては、先ず、角柱の各梁受金具と支
持梁とをボルト締めしたときは、これを解き、該
支持梁を、角柱及び枠板の各梁受金具から取り除
く。
For the inner frame, first, when the beam brackets of the square columns and the support beams are bolted together, they are unfastened and the support beams are removed from the beam brackets of the square columns and the frame plate.

次いで、各角柱を内側へ引張ると、該角柱は枠
板の内側にあつて、コンクリートと特に密着され
ておらず、角柱の突出片は枠板の端部間から抜け
出されることとなるので、容易に取り外すことが
できる。
Next, when each square column is pulled inward, the square column is located inside the frame plate and is not in particular contact with the concrete, and the protruding pieces of the square column can easily be pulled out from between the ends of the frame plate. can be removed.

このようにして、各角柱を取り外せば、各枠板
は、その内側での支持が解かれると共に、該各枠
板は、その端部において相互に干渉し合うことが
なく、内側へ引張るとか、内側へ倒すといつた外
力を加えることで、当該各枠板は容易に取り外さ
れ、当該内枠を分解除去することができる。
In this way, when each prism is removed, each frame plate is released from its inner support, and each frame plate is pulled inward without interfering with each other at its ends. By applying an external force such as tilting it inward, each frame plate can be easily removed, and the inner frame can be disassembled and removed.

一方、外枠は公知の手段によつて分解すること
ができる。
On the other hand, the outer frame can be disassembled by known means.

≪実施例≫ 以下本考案を図面の実施例を参照して説明す
る。
<<Examples>> The present invention will be described below with reference to embodiments of the drawings.

第1図〜第4図に示したように、内枠Aは四枚
の枠板1,1′,1″,1と、四本角柱の2,
2′,2″,2と、一個の支持枠7を主要部材と
して構成されている。
As shown in Figures 1 to 4, the inner frame A consists of four frame plates 1, 1', 1'', 1, and four square pillars 2,
2', 2'', 2, and one support frame 7 as main members.

第1図〜第4図に示したように、四枚の枠板
1,1′,1″,1は、例えば金属板、木材及び
プラスチツク板等を用いて同一長さ及び同一横幅
等所定寸法に形成した板材1aの内面略中央部
に、金属製、木材及びプラスシツク製等の角材か
らなる日本の中桟1b,1bを、板材1aの横幅
方向に所定間隔をおいて釘、ビス等により立設固
定するよとで形成されている。
As shown in Figures 1 to 4, the four frame plates 1, 1', 1'', 1 are made of, for example, metal plates, wood, plastic plates, etc., and have predetermined dimensions such as the same length and width. Japanese middle crosspieces 1b, 1b made of square timbers made of metal, wood, plastic, etc. are erected with nails, screws, etc. at predetermined intervals in the width direction of the board 1a, approximately in the center of the inner surface of the board 1a, which has been formed. It is formed by a mounting plate.

又、上記各枠板1〜1は、その各中桟1b,
1bの上部と下部に、側面略L字形状に曲成した
梁受金具1c,1cが、その基部から図示例の如
く上方、または下方へ曲折した一側部を釘、又は
ビス等により固設されている。
Moreover, each of the frame plates 1 to 1 has its respective inner crosspiece 1b,
At the top and bottom of 1b, beam brackets 1c, 1c each having a substantially L-shaped side surface are fixed with nails, screws, etc. at one side bent upward or downward from the base as shown in the example. has been done.

上記各枠板1〜1における各板材1aの左右
両端面には、内面から外面向へ傾斜する傾斜面1
d,1dが形成されている。
On both left and right end surfaces of each plate material 1a in each of the frame plates 1 to 1, there are inclined surfaces 1 that are inclined from the inner surface to the outer surface.
d and 1d are formed.

前記四本の角柱2,2′,2″,2は、例えば
金属、木材及びプラスチツク等の中実材、又は中
空材によつて横断面四角状にして、かつ長さが、
上記各枠板1〜1のそれと略同一に形成されて
いる。
The four square pillars 2, 2', 2'', 2 are made of solid material such as metal, wood, and plastic, or hollow material, and have a square cross section, and have a length of
It is formed substantially the same as that of each of the frame plates 1 to 1 described above.

上記各角柱2〜2は、その二つの隣接する外
側面2a,2bが交わる出隅部から、上記枠板1
〜1の前記傾斜面1bが突き合せられ、図示し
ない桝の入隅部を形成するための突出片2cが、
桝の対角線を延長した線上に突出するように縦設
されている。
Each of the square columns 2 to 2 is connected to the frame plate 1 from the protruding corner where the two adjacent outer surfaces 2a and 2b intersect.
A protruding piece 2c for forming an inside corner of a box (not shown) by which the inclined surfaces 1b of 1 to 1 are abutted against each other,
It is installed vertically so as to protrude on the extension of the diagonal line of the square.

この突出片2cの先端は、図示例では直角に形
成してあるが、桝の入隅部を曲面に形成する場合
は先端を任意の曲面に形成することとなる。
The tip of this protruding piece 2c is formed at a right angle in the illustrated example, but if the inside corner of the box is to be formed into a curved surface, the tip may be formed into an arbitrary curved surface.

又、上記各角柱2〜2は、その二つの隣接す
る内側面2d,2eにあつて、その上部と下部に
梁受金具3,3が各設けられている。
Moreover, each of the above-mentioned square columns 2 to 2 has beam holder fittings 3, 3 provided at the upper and lower portions of the two adjacent inner surfaces 2d, 2e, respectively.

上記各梁受金具3,3は、図示例の如く上向
き、または下向きに曲設された平面直交配置であ
る二個の取付部3a,3aと、これまた平面直交
配置である二個の係合部3b,3bとにより平面
略十字形状に形成されていて、上記取付部3a,
3aの側板3c,3cを上記角柱2〜2の内側
面2d,2eにビス4……又は溶接等により固定
して各角柱2〜2に装着されている。
Each of the beam brackets 3, 3 has two mounting portions 3a, 3a which are curved upward or downward as shown in the figure and arranged perpendicular to the plane, and two fitting parts 3a, which are also arranged perpendicular to the plane. The mounting portions 3b, 3b are formed into a substantially cross shape in plan view, and the mounting portions 3a,
The side plates 3c, 3c of 3a are fixed to the inner surfaces 2d, 2e of the prisms 2-2 by screws 4...or welding, etc., and attached to each prism 2-2.

上記両係合部3b,3bは、後述する支持梁7
の各隅部が係合可能となるよう、底板3dと、左
右の側板3e,3eとで断面略U字形状に形成さ
れ、図示例では両係合部3b,3bの両底板3
d,3dが連接されている部分に、蝶ネジ5等が
螺合される締着用のボルト6が立設されている。
Both the engaging portions 3b, 3b are connected to a support beam 7, which will be described later.
The bottom plate 3d and the left and right side plates 3e, 3e are formed into a substantially U-shaped cross section so that the respective corners of the bottom plate 3d and the left and right side plates 3e, 3e can be engaged with each other.
A bolt 6 for tightening, into which a wing screw 5 or the like is screwed, is erected at the portion where d and 3d are connected.

上記支持梁7は、例えば、金属、木材及びプラ
スチツク等により平面矩形等の枠状に形成されて
いる。
The support beam 7 is formed into a frame shape such as a rectangular plane made of metal, wood, plastic, etc., for example.

この支持梁7は、前記各梁受金具1c……と上
記梁受金具3とに係脱自在なるよう係合可能な幅
を有し、かつ上記各枠板1〜1及び各角柱2〜
2を内側から支持するのに充分な強度を有する
よう所望の厚さに形成されていると共に、その各
角隅部7a……には、前記ボルト6……を挿通す
るボルト孔7b……が上下方向に貫通してある。
This support beam 7 has a width that allows it to be releasably engaged with each of the beam holder fittings 1c... and the beam holder 3, and each of the frame plates 1-1 and each of the square columns 2-
It is formed to a desired thickness so as to have sufficient strength to support the bolt 6 from the inside, and each corner 7a has a bolt hole 7b through which the bolt 6 is inserted. It passes through in the vertical direction.

さらに、前記各角柱2〜2には、その外側面
2a,2bの下端から第2図の如く係止片2f,
2fを外向きにして水平に突設させておくことも
できる。
Further, each of the prisms 2 to 2 has a locking piece 2f, as shown in FIG.
It is also possible to project horizontally with 2f facing outward.

この係止片2f,2fは、当該内枠Aの枠組
時、該係止片2f,2f上に各枠板1〜1の下
端を載置することで、該各枠板1〜1が各角柱
2〜2に対して上下方向に位置決めされるのに
役立つこととなり、当該内枠Aは精度良く枠組す
ることができる。
These locking pieces 2f, 2f are arranged so that when the inner frame A is assembled, the lower ends of each frame plate 1-1 are placed on the locking pieces 2f, 2f, so that each frame plate 1-1 is This is useful for vertical positioning with respect to the prisms 2 to 2, and the inner frame A can be framed with high accuracy.

尚、第3図においてBは既知の外枠を示し、枠
板、縦桟及び横梁め等によつて形成される。
In FIG. 3, B indicates a known outer frame, which is formed by frame plates, vertical bars, horizontal beams, and the like.

≪考案の効果≫ 本考案は、以上説明したように構成されている
ので、各角柱を所要間隔にて立て込み、各枠板を
各角柱の外側面に重ね合せた状態にて、それぞれ
の梁受金具に支持梁を落し込み、必要に応じ角柱
の梁受金具と支持梁をボルト締めするだけの容易
な操作により、内枠の組立てを簡単にして、かつ
効率良く行うことができると共に、各枠板と各角
柱は支持梁によつて内側から一体的に支持される
剛構造となるので、コンクリートの打設圧によつ
て枠板が内側へ撓んだり、全体が捩られることに
よつて変形等することのない高精度の組立て状態
を竪持できる。
≪Effects of the invention≫ Since the present invention is constructed as explained above, each corner pillar is built up at the required intervals, each frame board is superimposed on the outer surface of each corner pillar, and each beam is The simple operation of dropping the support beam into the bracket and tightening the bolts between the square column beam bracket and the support beam as necessary makes it possible to assemble the inner frame easily and efficiently. The frame plate and each corner column have a rigid structure that is integrally supported from the inside by support beams, so the frame plate will not bend inward due to concrete pouring pressure or the entire frame may be twisted. A highly accurate assembled state can be maintained vertically without deformation.

また、各角柱は、その突出片の先端が、打設し
たコンクリートと僅かに接触するだけであるか
ら、支持梁の分解除去後に、各角柱を内側に引張
るだけで、容易に取り外しができ、さらに、角柱
取り外し後は、その突出片により枠板端部相互間
に間隙が形成されるから、枠板相互は干渉するこ
となく、従つて当該枠板の取り外しも容易とな
り、当該内枠の分解を簡易迅速に行うことがで
き、又各角柱は所要の各種サイズをもつた円枠に
対し、使用することができるので、総体的にコス
ト低減を図ることもできる。
In addition, since the tips of the protruding pieces of each square column only make slight contact with the poured concrete, they can be easily removed by simply pulling each square column inward after disassembling and removing the support beam. After the prism is removed, a gap is formed between the ends of the frame plates by the protruding pieces, so the frame plates do not interfere with each other, and therefore the frame plates can be easily removed, making it easy to disassemble the inner frame. This can be done easily and quickly, and since each prism can be used for circular frames of various required sizes, overall costs can be reduced.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図a,b,cは本考案に係る桝の型枠一実
施例による夫々枠板、角柱及び支持梁の斜視図、
第2図は上記枠板、角柱、支持梁を組み立てた状
態を示す角隅部の拡大平面図、第3図は組立状態
を示す全体の平面説明図、第4図は支持梁と一本
の角柱を取り外した状態を示す同上平面図、第5
図は従来の桝の型枠を示す平面図、第6図、第7
図は従来の桝の型枠における内枠のみを示した異
種例の角平面図である。 A……内枠、B……外枠、1〜1……枠板、
1b……中桟、1c,3……梁受金具、2〜2
……角柱、2c……突出片、7……支持梁。
Figures 1a, b, and c are perspective views of a frame board, a square column, and a support beam, respectively, according to an embodiment of the formwork for a box according to the present invention;
Figure 2 is an enlarged plan view of the corner showing the assembled state of the frame plate, square pillars, and support beams; Figure 3 is an explanatory plan view of the entire assembly showing the assembled state; and Figure 4 is the support beam and one support beam. Top view of the same as above showing the state with the prism removed, No. 5
The figures are a plan view showing the formwork of a conventional box, Figures 6 and 7.
The figure is a corner plan view of a different example showing only the inner frame of a conventional box form. A...Inner frame, B...Outer frame, 1-1...Frame board,
1b...Middle beam, 1c, 3...Beam bracket, 2-2
...Prismatic column, 2c...Protruding piece, 7...Support beam.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 所要の離間間隔をおいて配置される内枠と外枠
とからなる桝の型枠において、上記内枠を、内側
に所要複数個の中桟が縦設され、かつ当該中桟の
内側にあつて、少なくとも上部と下部に梁受金具
が設けられている所要複数枚の枠板と、上記各枠
板の端部相互間に挟持され、内向きに抜出自在な
るよう外側角部より突出片が縦設され、かつ枠板
相互の組立て角度をもつて、内側の少なくとも上
部と下部に梁受金具が設けられている所要複数個
の角柱と、枠状にして上記各枠板及び各角柱の
夫々の梁受金具に係脱自在にして各角柱に架設可
能なるよう形成されている支持梁とからなる桝の
型枠。
In the formwork of a box consisting of an inner frame and an outer frame arranged at a required spacing, the inner frame is provided with a plurality of vertically arranged inner frames, and the inner frame is placed inside the inner frame. a plurality of frame plates each having a beam holder on at least the upper and lower parts thereof, and a piece protruding from an outer corner so as to be sandwiched between the ends of each of the frame plates and to be able to be pulled out inwardly. The required plurality of square columns are installed vertically, and the frame plates are assembled at an angle to each other, and beam holders are provided on at least the upper and lower parts of the inside. A formwork for a box consisting of support beams that are formed so that they can be freely connected to and detached from respective beam holders and installed on each corner column.
JP14477289U 1989-12-15 1989-12-15 Expired JPH0427620Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14477289U JPH0427620Y2 (en) 1989-12-15 1989-12-15

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14477289U JPH0427620Y2 (en) 1989-12-15 1989-12-15

Publications (2)

Publication Number Publication Date
JPH0384106U JPH0384106U (en) 1991-08-27
JPH0427620Y2 true JPH0427620Y2 (en) 1992-07-02

Family

ID=31691448

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14477289U Expired JPH0427620Y2 (en) 1989-12-15 1989-12-15

Country Status (1)

Country Link
JP (1) JPH0427620Y2 (en)

Also Published As

Publication number Publication date
JPH0384106U (en) 1991-08-27

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