JP2719995B2 - Connecting device for building columns - Google Patents

Connecting device for building columns

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Publication number
JP2719995B2
JP2719995B2 JP4181585A JP18158592A JP2719995B2 JP 2719995 B2 JP2719995 B2 JP 2719995B2 JP 4181585 A JP4181585 A JP 4181585A JP 18158592 A JP18158592 A JP 18158592A JP 2719995 B2 JP2719995 B2 JP 2719995B2
Authority
JP
Japan
Prior art keywords
pair
column
vertical plate
columns
holding frame
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
JP4181585A
Other languages
Japanese (ja)
Other versions
JPH062366A (en
Inventor
信幸 松下
喜四郎 伊藤
Original Assignee
株式会社松下製作所
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Filing date
Publication date
Application filed by 株式会社松下製作所 filed Critical 株式会社松下製作所
Priority to JP4181585A priority Critical patent/JP2719995B2/en
Publication of JPH062366A publication Critical patent/JPH062366A/en
Application granted granted Critical
Publication of JP2719995B2 publication Critical patent/JP2719995B2/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]

【産業上の利用分野】本発明は、下側の支柱に対して上
側の支柱を安全に、確実に接続する建て方時の建築物用
支柱の連結装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting device for a building column at the time of building, in which an upper column is connected to a lower column safely and securely.

【0002】[0002]

【従来の技術】建築物を構築する場合には多数の鉄骨製
の支柱が使用され、この支柱は建築物の高さまで連続さ
せる必要があるから、下側に位置する支柱の上端に上側
に位置する支柱の下端を連続させて、強固に連結して建
築物の高さまで順に継ぎ足していくのである。
2. Description of the Related Art When a building is constructed, a large number of steel columns are used, and these columns need to be continuous to the height of the building. The lower ends of the supporting pillars are connected continuously, firmly connected, and successively added up to the height of the building.

【0003】そして、上記支柱を連続するには、上下の
支柱の接続部分を建築現場において溶接するのである。
この溶接による接続作業は、例えば工場で予め行うこと
ができればきわめて簡単であるが、長尺になるので運搬
や立脚作業を鑑みると不可能であり、実際には、建築現
場で、下側に位置する支柱を直立させ、固定した後に上
側に位置する支柱をクレーン等で吊り上げ、下側の支柱
の上端に、上側の支柱の下端を連続させ、この接続部分
を溶接するのである。
[0003] In order to connect the above-mentioned struts, the connecting portions of the upper and lower struts are welded at a building site.
This connection work by welding is extremely easy if it can be performed in advance in a factory, for example. However, it is impossible to take into account the transportation and standing work because it is long, and in fact, it is located at the bottom of the building site. After the supporting column is erected and fixed, the upper supporting column is lifted by a crane or the like, the lower end of the upper supporting column is connected to the upper end of the lower supporting column, and the connection portion is welded.

【0004】従来での支柱の溶接による接続作業は、図
5に示すように、例えば四角筒状の上下の支柱Aにおい
て、それぞれの支柱の上端部と下端部の外面に、孔2を
開設した板状の係止片1を長さ方向に沿って設け、上下
の支柱Aのそれぞれのこの係止片1間に、上記孔2と同
様な間隔で孔3を開設した板状の連結片4をあてがって
ボルト5とナットとにより強固に緊締し、両支柱Aの接
続部分の主として隅部を仮溶接して上側の支柱Aを保持
した後に連結片4を外し、その後上記接続部分を強固に
本溶接するのである。
As shown in FIG. 5, in a conventional connection work by welding columns, for example, in a rectangular column-shaped upper and lower column A, holes 2 are formed in the outer surfaces of the upper end and the lower end of each column. A plate-shaped connecting piece 4 having a plate-shaped locking piece 1 provided along the length direction and having holes 3 formed at intervals similar to the holes 2 between the locking pieces 1 of the upper and lower columns A. , And tightly tighten the bolts 5 and the nuts, temporarily weld mainly the corners of the connecting portions of the two columns A to hold the upper column A, then remove the connecting piece 4, and then firmly tighten the connecting portions. This is the main welding.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記し
た従来の溶接による支柱の接続方法では、下側の支柱の
上端部及び上側の支柱の下端部に係止片1を設けなけれ
ばならないし、建築現場で連結片4を取り付ける作業が
必要である。また、仮溶接以前においては上側の支柱が
きわめて不安定であるから倒れる危険があるし、上側の
支柱と下側の支柱との位置決め作業が面倒である。しか
も、仮溶接後においては各連結片4を取り外し、接続部
分を強固に本溶接した後において係止片1を切断除去
し、表面を研磨して仕上げ作業をしなければならない手
間があった。
However, in the above-mentioned conventional method of connecting the columns by welding, the locking pieces 1 must be provided at the upper end of the lower column and the lower end of the upper column. It is necessary to attach the connecting piece 4 on site. Also, before the temporary welding, the upper support is extremely unstable, so there is a risk of falling down, and the work of positioning the upper support and the lower support is troublesome. Moreover, after the temporary welding, each connecting piece 4 must be removed, and after the connection portion is firmly welded, the locking piece 1 must be cut and removed, and the surface must be polished for finishing work.

【0006】そして、上記した従来の欠点を解消するた
め、実開昭52−48722号公報には、上下に分割し
た一対の半保持枠体となる側面押え金具を、四角柱状
した上下の支柱の端部に第1緊締具で締め付けて固定
し、下側の支柱に上側の支柱を載せた状態で、上下の側
面押え金具を第2緊締具で締め付けて固定する構成のも
のが記載されている。しかし、前記公報に記載の支柱の
連結構造では、上下の側面押え金具を第1緊締具で上下
の支柱にそれぞれ固定した後、上下の側面押え金具を第
2緊締具で固定しなければならないので、第1および第
2緊締具の緊締作業を3回行わなければならないため、
連結作業の工数が多くなって煩雑になる。 また、上下の
側面押え金具を第2緊締具でしか連結していないので、
下側の支柱に対する上側の支柱の位置決めが面倒で、し
かも仮溶接以前の状態においては上側の支柱が不安定
であるから、上側の支柱が転倒する危険性がある。
[0006] In order to solve the above-mentioned conventional disadvantages, Japanese Utility Model Laid-Open Publication No. 52-48722 discloses that the upper and lower parts are divided vertically.
Side holding brackets, which form a pair of semi-holding frames ,
Was tightened in the first fastener is fixed to an end portion of the upper and lower struts, while carrying the upper strut on the lower side of the strut, the arrangement for fixing by tightening the side pressing fixture above under the second fastener It describes a <br/> to be. However, in the connecting structure of the pillars described in the above publication, the upper and lower side holding members are vertically moved by the first tightening member.
After fixing to each of the columns,
(2) First and second
2Because the tightening work of the fastener must be performed three times,
The number of steps of the connection work increases, and the work becomes complicated. Also , up and down
Since the side holding brackets are connected only with the second fastening tool ,
Cumbersome positioning of the upper strut relative to the lower strut, yet in the pre-welded previous state, since the upper strut is unstable, Ru risk there the upper strut is tipping.

【0007】[0007]

【課題を解決するための手段】本発明は、上記した従来
の問題点を解決するために提案されたもので、下側に位
置する支柱の上端に、上側に位置する支柱の下端を連続
させた状態で、両支柱の接続部分に外装されて上下の支
柱を保持する建築物用支柱の連結装置であって、左右一
対の半保持枠体により保持枠体を構成し、前記左右一対
半保持枠体は、一辺が外装される支柱の一辺よりも短
平面視L字状の横板材を、間隔を空けて上下に複数
枚配設し、間隔を空けた複数の縦板材で各横板材を連結
して上下の横板材と左右の縦板材とで囲まれる部分に窓
形成されるとともに、両端部に位置する縦板材は
装される支柱の対角線方向に傾斜させて上下に複数の貫
通孔開設された構成であり、左右一対の半保持枠体
上下の支柱の接続部分にあてがわれて、支柱の対角線方
向の両隅部で対向する左右一対の半保持枠体の両端部に
位置する縦板材の複数の貫通孔に緊締具を一連に通して
左右一対の半保持枠体が連結され、緊締具で左右一対
半保持枠体強固に固定、緊締されることにより、上
の支柱を保持するものである。
SUMMARY OF THE INVENTION The present invention has been proposed to solve the above-mentioned conventional problems. In this invention, the upper end of a lower pillar is connected to the lower end of an upper pillar. in state, a coupling device of a building for struts to connecting portions of both posts are exterior to retain the upper and lower struts, and a holding frame body by a pair of right and left half-holding frame, said right and left
Of the semi-holding frame is shorter than one side of
Gastric plan view transverse plate of L-shaped, and a plurality arranged vertically spaced, and a vertical plate of the left and right upper and lower horizontal plate members and connecting each transverse plate a plurality of vertical plate members spaced with a window hole is formed in a portion surrounded by the vertical plate outside located at both ends
A structure in which a plurality of through-holes vertically tilted in a diagonal direction of the strut to be instrumentation was opened, a pair of right and left half-holding frame has been Ategawa the connecting portion of the <br/> upper and lower struts, strut Diagonal of
On both ends of a pair of left and right semi-holding frames facing each other at both corners
And through the fastener in a series to a plurality of through-holes of the vertical plate member located
A pair of left and right half holding frame is connected, a pair of right and left half-holding frame with fastener is firmly fixed, by Rukoto is tightened, it is shall be retained struts above under <br/>.

【0008】[0008]

【作用】本発明は上記したような構成であるので、左右
一対の半保持枠体を上下の支柱の接続部分にあてがい
支柱の対角線上の隅部において緊締具で左右一対の
保持枠体を強固に緊締、固定するだけで、下側の支柱に
対して上側の支柱を強固に固定することができるばかり
でなく、下側の支柱に対して面一状態で上側の支柱を位
置決めすることができるので、支柱の連結作業が著しく
簡単で、連結強度における信頼性も高いものとなる。
DETAILED DESCRIPTION OF THE INVENTION The present invention because it is configured as described above, the left and right
Ategai a pair of semi-holding frame body connecting portion of the upper and lower struts,
Not only can the upper support be firmly fixed to the lower support simply by firmly tightening and fixing the pair of left and right semi-holding frames at both diagonal corners of the support with fasteners. Since the upper column can be positioned flush with the lower column, the operation of connecting the columns is extremely simple, and the reliability of the connection strength is high.

【0009】[0009]

【実施例】以下に本案を実施例の図面に基づいて詳細に
説明する。上下に接続する四角筒形状の支柱Aの接続部
分で、上側に位置する支柱Aと下側に位置する支柱Aの
外側に外装される保持枠体6は、左右一対の半保持枠体
7で構成される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the drawings of embodiments. At the connection part of the rectangular column-shaped column A connected up and down, the holding frame 6 which is provided outside the column A located on the upper side and the column A located on the lower side is composed of a pair of left and right half holding frames 7. Be composed.

【0010】上記した半保持枠体7は、図示した実施例
では、平面視においてL字形状に屈曲しており、その内
周は、支柱Aの一つの隅部から対角線上の他の隅部まで
の半周より僅かに小さい程度に設定されている。
In the illustrated embodiment, the above-mentioned semi-holding frame 7 is bent in an L-shape in plan view, and its inner periphery extends from one corner of the column A to another diagonal corner. It is set to be slightly smaller than half the circumference up to.

【0011】そして、半保持枠体7は、前述したような
平面視で直角にL字形状に屈曲した複数の横板材8を相
互に上下に間隙を空けて配するとともに、各横板材8間
を上下に複数の縦板材9で連結することにより構成され
るものであリ、従って上下の横板材8と左右の縦板材9
で囲まれる部分に窓孔10が形成され、各横板材8の両
端部は、外装しようとする支柱Aの対角線に対応して傾
斜している。
The semi-holding frame 7 is provided with a plurality of horizontal plate members 8 bent at right angles in an L-shape in plan view as described above, with a vertical gap therebetween. Are connected by a plurality of vertical plate members 9 vertically. Therefore, the upper and lower horizontal plate members 8 and the left and right vertical plate members 9 are connected.
A window hole 10 is formed in a portion surrounded by a circle, and both end portions of each horizontal plate member 8 are inclined corresponding to a diagonal line of the column A to be covered.

【0012】またこの半保持枠体7において、各横板材
8の上記した45度の角度となって両端に位置する縦板
材は、半保持枠体7の側端面としてのフランジ面11と
なっており、このフランジ面11に複数の貫通孔12を
上下に開設する。
In the semi-holding frame 7, the vertical plate material located at both ends of the horizontal plate 8 at the above-mentioned 45 ° angle becomes a flange surface 11 as a side end surface of the semi-holding frame 7. In addition, a plurality of through holes 12 are vertically formed in the flange surface 11.

【0013】上述した半保持枠体7の一対を、上下の支
柱Aの接続部分において、上側に位置する支柱Aと下側
に位置する支柱Aとの接続部分の外面に外装し保持枠
体6とするのであるが、それぞれの半保持枠体7のフラ
ンジ面11同士は支柱の隅部において対向し、それぞれ
の貫通孔12もまた対向する。
[0013] The pair of semi-holding frame 7 described above, in the connection portion of the upper and lower struts A, the support frame and fitted on the outer surface of the connection portion between the struts A located strut A and the lower positioned above although the it and 6, the flange surface 11 between the respective half holding frame 7 against counter at the corners of the column, the respective through-holes 12 is also opposed.

【0014】そこで、それぞれ対向する貫通孔12にボ
ルト等の緊締具13を挿入してナットにより緊締し、固
定するのである。したがって、下側に位置する支柱に対
上側に位置する支柱は、左右一対の半保持枠体7の
緊締に基づいて強固に固定されるし、左右一対の半保持
枠体の緊締位置が支柱の隅部であるから、緊締力が著し
く強固である。
Therefore, a fastener 13 such as a bolt is inserted into each of the through holes 12 facing each other, tightened by a nut, and fixed. Accordingly, the strut positioned above and to the strut located on the lower side, to be firmly fixed on the basis of the tightening of the pair of half-holding frame 7, the clamping position of the pair of semi-holding frame has struts , The tightening force is extremely strong.

【0015】しかも、前記したように半保持枠体7の内
周は、支柱Aの一つの隅部から中心対向する他の隅部ま
での半周より僅かに小さい程度に設定されているので、
この緊締具13の緊締により保持枠体6は、強固に上下
の支柱Aの接続部分で固定され、上側に位置する支柱A
を、下側に位置する支柱Aに対して面一状態で位置決
をして直線的に連結仮固定することができる。
Moreover, as described above, the inner circumference of the semi-holding frame 7 is set to be slightly smaller than the half circumference from one corner of the column A to the other corner opposite the center.
The holding frame 6 is firmly fixed at the connecting portions of the upper and lower columns A by the tightening of the tightening members 13, and the columns A located on the upper side are fixed.
And it can be linearly connected temporarily fixed to the Me positioning flush state with respect to strut A located on the lower side.

【0016】前述のように、保持枠体6によって下側の
支柱に対して上側の支柱Aを接続部分において固定した
ら、半保持枠体7の各横板材8と縦板材9とにより形成
された窓孔10から、この上下の支柱Aの接続部分の主
として隅部を仮溶接するのである。この仮溶接作業をよ
り容易にするために、この上下の支柱Aの接続部分に対
向する縦板材9の部分の内側をえぐって切欠部14を形
成しておくとよい。
As described above, when the upper column A is fixed to the lower column by the holding frame 6 at the connection portion, each of the horizontal plate 8 and the vertical plate 9 of the semi-holding frame 7 is formed. From the window 10, mainly the corners of the connecting portions of the upper and lower columns A are temporarily welded. In order to make the temporary welding work easier, it is preferable to form the notch 14 around the inside of the portion of the vertical plate 9 facing the connecting portion of the upper and lower columns A.

【0017】この仮溶接作業が終了したならば、保持枠
体6を外すのであるが、この仮溶接によって上下の支柱
Aは或る程度の強度をもって連結されており、保持枠体
6を外しても上側に位置する支柱Aが倒れてしまうこと
はなく、保持枠体6を外して上記接続部分を本溶接する
のである。このようにして支柱を必要な本数を順に上下
に接続し、建築物として所望な高さにまで連続して躯体
とするのである。
After the temporary welding operation is completed, the holding frame 6 is removed. The upper and lower columns A are connected with a certain strength by this temporary welding. Also, the column A located on the upper side does not fall down, the holding frame 6 is removed, and the above-mentioned connection portion is fully welded. In this way, the necessary number of pillars are connected up and down in order, and the building is continuously formed to a desired height as a building.

【0018】なお、保持枠体6を支柱の接続部分から外
すには、支柱の対角線上の隅部に位置する緊締具13を
取り外して、左右の半保持枠体7を除去すればよい。
In order to remove the holding frame 6 from the connecting portion of the column, the fastener 13 located at the diagonal corner of the column may be removed, and the left and right half holding frames 7 may be removed.

【0019】以上、本発明を図面の実施例に基づいて説
明したが、本発明は上記した実施例に限定されるもので
はなく、特許請求の範囲に記載の構成を変更しない限り
どのようにでも実施することができる。
As described above, the present invention has been described with reference to the embodiments shown in the drawings. However, the present invention is not limited to the above-described embodiments, and may be implemented in any manner unless the structure described in the claims is changed. Can be implemented.

【0020】[0020]

【発明の効果】以上要するに本発明の建築物用支柱の連
結装置によれば、左右一対の半保持枠体を上下の支柱の
接続部分にあてがい、支柱の対角線上の両隅部において
緊締具で左右一対の半保持枠体を強固に緊締、固定する
だけで、下側の支柱に対して上側の支柱を強固に固定
ることができるので、支柱の連結作業が著しく簡単で、
作業時の振動や風雨等により上側の支柱が転倒する事故
が発生しない。しかも、あらかじめ下側の支柱の上端に
保持枠体を外装しておき、その後クレーンで持ち上げた
上側の支柱の下端を保持枠体の内部に上から装着し、緊
締具で強く締め付けるだけで上下の支柱の端部の位置決
めを正確にすることができるばかりでなく、上側の支柱
を確実に保持できる。したがって、仮溶接をそのまま実
施できるばかりでなく、上側の支柱の継ぎ足し作業がき
わめて簡単であるとともに、上下に継ぎ足す支柱が高精
度で縦一直線状に揃うことになり、連結強度における信
頼性が高く、建築物の躯体として価値が高いものとな
る。
In summary, according to the connecting device for a building column of the present invention, a pair of left and right semi-holding frames are applied to the connecting portions of the upper and lower columns, and the fasteners are used at both diagonal corners of the column. Firmly tighten and fix the pair of left and right semi-holding frames
Alone, the upper column can be firmly fixed to the lower column, so the connection of the columns is extremely easy,
There is no accident in which the upper strut falls due to vibrations during work or due to wind and rain. In addition, the holding frame is provided on the upper end of the lower support in advance, and then the lower end of the upper support, which has been lifted up with a crane, is attached from above to the inside of the holding frame, and the upper and lower parts are simply tightened strongly with fasteners. Not only can the positioning of the ends of the struts be accurate, but also the upper struts can be reliably held. Therefore, temporary welding can be performed
Not only can facilities, with replenishment work of the upper strut is extremely simple, will be post to annex above under are aligned vertically linearly with high accuracy, Shin in coupling strength
It is highly reliable and has high value as a building frame.

【0021】更に、仮溶接した後には保持枠体をきわめ
て簡単に外せるし、直ちに本溶接することができるの
で、高所での危険を伴う接続作業の作業時間を短縮する
ことができ、きわめて優れた実用的作用効果を奏するも
のである。
Furthermore, to the after pre-welded Hazuseru the holding frame body very easily, since it is possible to present welding immediately, it is possible to shorten the working time of the wake intends connection work risk at heights is intended to achieve the practical operational effects superior come Wamete.

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

【図1】本発明にかかる連結装置の一実施例を示す分解
斜視図である。
FIG. 1 is an exploded perspective view showing one embodiment of a connecting device according to the present invention.

【図2】図1の実施例の組み立て状態の正面図である。FIG. 2 is a front view of the embodiment of FIG. 1 in an assembled state.

【図3】組立て前の状態の平面図である。FIG. 3 is a plan view showing a state before assembly.

【図4】組立て状態の一部を欠載した平面図である。FIG. 4 is a plan view in which a part of an assembled state is omitted.

【図5】従来の支柱の継ぎ足し作業状態を示す分解斜視
図である。
FIG. 5 is an exploded perspective view showing a state in which a conventional pillar is added.

【符号の説明】[Explanation of symbols]

A 支柱 6 保持枠体 7 半保持枠体 8 横板材 9 縦板材 10 窓孔 11 フランジ面 12 貫通孔 13 緊締具 A column 6 holding frame 7 semi-holding frame 8 horizontal plate 9 vertical plate 10 window hole 11 flange surface 12 through hole 13 tightening device

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 下側に位置する支柱の上端に、上側に位
置する支柱の下端を連続させた状態で、両支柱の接続部
分に外装されて上下の支柱を保持する建築物用支柱の連
結装置であって、 左右一対の半保持枠体により保持枠体を構成し、 前記左右一対の半保持枠体は、一辺が外装される支柱の
一辺よりも短い平面視L字状の横板材を、間隔を空け
て上下に複数枚配設し、間隔を空けた複数の縦板材で
横板材を連結して上下の横板材と左右の縦板材とで囲ま
れる部分に窓孔形成されるとともに、両端部に位置す
る縦板材は外装される支柱の対角線方向に傾斜させて上
下に複数の貫通孔開設された構成であり、 左右一対の半保持枠体上下の支柱の接続部分にあてが
われて、支柱の対角線方向の両隅部で対向する左右一対
半保持枠体の両端部に位置する縦板材の複数の貫通孔
に緊締具を一連に通して左右一対の半保持枠体が連結さ
、緊締具で左右一対の半保持枠体強固に固定、緊締
されることにより、上の支柱を保持する建築物用支柱
の連結装置。
1. A connection of a building support that is externally provided at a connecting portion between the two supports and holds the upper and lower supports in a state where the lower end of the upper support is connected to the upper end of the lower support. An apparatus, wherein a pair of left and right half-holding frames constitute a holding frame, and the pair of left and right half-holding frames are columns of
The horizontal plate short plan view of the L-shaped than one side, and a plurality arranged vertically spaced apart, each with a plurality of vertical plate members spaced
A window hole is formed in a portion surrounded by the upper and lower horizontal plate materials and the left and right vertical plate materials by connecting the horizontal plate materials, and the vertical plate materials located at both ends are tilted in the diagonal direction of the pillar to be exteriorized and vertically. It has a configuration in which a plurality of through holes are opened , and a pair of left and right semi-holding frames is applied to the connection between the upper and lower columns.
And a pair of left and right sides facing each other at both diagonal corners of the support
Semi retaining frame half retaining frame and through the plurality of through holes for fasteners to a series of right and left pair of vertical plate members is connected is located at both ends of the
The pair of left and right half holding frames are firmly fixed with
Is the Rukoto coupling device building upright that holds the posts of the upper pressure.
JP4181585A 1992-06-17 1992-06-17 Connecting device for building columns Expired - Fee Related JP2719995B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4181585A JP2719995B2 (en) 1992-06-17 1992-06-17 Connecting device for building columns

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4181585A JP2719995B2 (en) 1992-06-17 1992-06-17 Connecting device for building columns

Publications (2)

Publication Number Publication Date
JPH062366A JPH062366A (en) 1994-01-11
JP2719995B2 true JP2719995B2 (en) 1998-02-25

Family

ID=16103385

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4181585A Expired - Fee Related JP2719995B2 (en) 1992-06-17 1992-06-17 Connecting device for building columns

Country Status (1)

Country Link
JP (1) JP2719995B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5442110B2 (en) * 1974-04-15 1979-12-12

Also Published As

Publication number Publication date
JPH062366A (en) 1994-01-11

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