JPH0756326Y2 - Buffer type spherical bearing - Google Patents

Buffer type spherical bearing

Info

Publication number
JPH0756326Y2
JPH0756326Y2 JP1989030202U JP3020289U JPH0756326Y2 JP H0756326 Y2 JPH0756326 Y2 JP H0756326Y2 JP 1989030202 U JP1989030202 U JP 1989030202U JP 3020289 U JP3020289 U JP 3020289U JP H0756326 Y2 JPH0756326 Y2 JP H0756326Y2
Authority
JP
Japan
Prior art keywords
spherical
shoe
spherical bearing
lower shoe
sliding
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
Application number
JP1989030202U
Other languages
Japanese (ja)
Other versions
JPH02120507U (en
Inventor
栄 上田
良弘 高浜
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.)
Nippon Pillar Packing Co Ltd
Original Assignee
Nippon Pillar Packing 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 Nippon Pillar Packing Co Ltd filed Critical Nippon Pillar Packing Co Ltd
Priority to JP1989030202U priority Critical patent/JPH0756326Y2/en
Publication of JPH02120507U publication Critical patent/JPH02120507U/ja
Application granted granted Critical
Publication of JPH0756326Y2 publication Critical patent/JPH0756326Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 (イ)産業上の利用分野 この考案は、例えば、建築用屋根梁、橋梁、渡り廊下、
ドーム型構造物のアーチ型の梁などを支承する緩衝型球
面支承に関する。
[Detailed Description of the Invention] (a) Field of Industrial Application This invention is applicable to, for example, roof beams for construction, bridges, corridors,
The present invention relates to a cushion type spherical bearing that supports an arched beam of a dome structure.

(ロ)従来の技術 従来、第4図に示すような球面支承がある。(B) Conventional Technology Conventionally, there is a spherical bearing as shown in FIG.

この球面支承1は、下部工2に固定される下沓3と、上
部工4に固定される上沓5との間に、上面を平面状に形
成し、下面を球面状に形成し、かつ球面下部中央に下沓
3側の穴に遊嵌される規制突起が一体形成された球面座
6を介装し、上沓5の周面より下沓3の側面に所定距離
隔てて対向するストッパ7を垂設した構造であって、例
えば、地震の発生によるスライド方向の移動に対して
は、ストッパ7と下沓3の側面との当接によって該移動
を阻止する構造となっている。
The spherical bearing 1 has a flat upper surface and a lower spherical surface between a lower shoe 3 fixed to the lower work 2 and an upper shoe 5 fixed to the upper work 4, and A stopper which interposes a spherical seat 6 integrally formed with a restriction protrusion loosely fitted in a hole on the lower shoe 3 side at the center of the lower surface of the spherical surface, and which faces the side surface of the lower shoe 3 with a predetermined distance from the peripheral surface of the upper shoe 5. The structure in which 7 is erected is provided, and for example, with respect to the movement in the sliding direction due to the occurrence of an earthquake, the movement is blocked by the contact between the stopper 7 and the side surface of the lower shoe 3.

(ハ)考案が解決しようとする問題点 しかし、上述のように支承構造の場合、地震の振動が衝
撃力としてストッパ7に作用すると、理論計算値を越え
る応力が発生し、部材を破壊させる問題点があり、ま
た、上部工4がトラス構造である場合、該トラス構造を
締結しているボルト締結部分にも衝撃力が作用して、構
造破損の危険性が生じる問題点を有する。
(C) Problems to be solved by the invention However, in the case of the bearing structure as described above, when the vibration of the earthquake acts on the stopper 7 as an impact force, a stress exceeding the theoretical calculated value is generated and the member is destroyed. In addition, when the superstructure 4 has a truss structure, there is a problem in that the impact force also acts on the bolt fastening portion that fastens the truss structure, which may cause structural damage.

そこで、この考案は、上述のようなスライド方向の衝撃
力を緩衝することができると共に、上部架構の温度変化
等による移動変位も許容することができ、加えて外部か
ら加わる大きなずれに起因する球面摺動を防止して、建
築精度および作業性の向上を図ることができる緩衝型球
面支承の提供を目的とする。
Therefore, the present invention can absorb the impact force in the sliding direction as described above, can also allow the movement displacement due to the temperature change of the upper frame, and in addition, the spherical surface caused by the large deviation applied from the outside. An object of the present invention is to provide a cushioning type spherical bearing that can prevent sliding and improve construction accuracy and workability.

(ニ)問題点を解決するための手段 この考案は、下沓と上沓との間に球面座を介装した球面
支承であって、上記下沓と上沓との間にスライド方向に
対向する対向部を形成し、該対向部位のスライド方向側
に緩衝部材を介装し、上記下沓の上面中央に中空部を形
成し、上記球面座の下面中央に規制突起が形成され、該
規制突起が上記中空部に嵌入された緩衝型球面支承であ
ることを特徴とする。
(D) Means for Solving the Problems This invention is a spherical bearing having a spherical seat interposed between a lower shoe and an upper shoe, and facing each other in the sliding direction between the lower shoe and the upper shoe. A cushioning member is provided on the sliding direction side of the facing portion, a hollow portion is formed in the center of the upper surface of the lower shoe, and a regulation projection is formed in the center of the lower surface of the spherical seat. It is characterized in that the projection is a buffer type spherical bearing fitted in the hollow portion.

(ホ)作用 この考案の緩衝型球面支承は、下沓と上沓との相互間
に、スライド方向の衝撃が作用すると、その衝撃力を両
者間に介装した緩衝部材で、緩衝することができ、ま
た、同方向の移動変位をも吸収することができる。
(E) Action The shock-absorbing spherical bearing of the present invention, when a shock in the sliding direction acts between the lower shoe and the upper shoe, the shock force can be buffered by the buffer member interposed therebetween. It is also possible to absorb the displacement in the same direction.

加えて、外部から加わる大きなずれに起因して球面座が
許容範囲以上に摺動するのを上述の中空部に嵌入された
規制突起で防止することができる。
In addition, it is possible to prevent the spherical seat from sliding beyond the permissible range due to a large deviation applied from the outside by the restriction projection fitted in the hollow portion.

(ヘ)考案の効果 上述の結果、この考案によれば、地震の振動が衝撃力と
して球面支承に作用しても、これを緩衝するので、この
球面支承が支承している被支承部材の破損を防止するこ
とができ、さらに、下沓と上沓との移動変位をも吸収す
ることができる。
(F) Effect of the invention As a result of the above, according to the invention, even if the vibration of the earthquake acts as an impact force on the spherical bearing, it damps it, so that the supported member supported by this spherical bearing is damaged. It is possible to prevent the above, and it is also possible to absorb the movement displacement between the lower and upper shoes.

しかも、球面座の下面中央に球面移動を規制する規制突
起を形成し、この規制突起に対応させて下沓の上面中央
に中空部を形成したので、外部から加わる大きなずれに
起因して球面摺動を防止することができる効果がある。
In addition, since the regulation protrusion that regulates the spherical movement is formed in the center of the lower surface of the spherical seat, and the hollow portion is formed in the center of the upper surface of the lower shoe corresponding to this regulation protrusion, the spherical sliding is caused by the large deviation applied from the outside. This has the effect of preventing movement.

すなわち、ドーム型構造物においては支承の上部にアー
チ型の梁を構築するが、一般的には構築中に梁が回転摺
動を伴なう方向に傾く。これを本願考案では、回転摺動
(球面移動)する球面座の下面中央に該球面移動を規制
する規制突起を形成し、これに対応する下沓の上面中央
に中空部を形成したので、上述の規制突起と中空部との
寸法を調整することにより、予め許容できる傾きを設定
することができ、この結果、梁を構築した後の最終的な
傾きの調整作業が、上述の設計許容値の範囲内で可能と
なり、建築精度の向上を図ることができると共に、作業
性の向上を図ることができる効果がある。
That is, in the dome structure, an arch-shaped beam is constructed on the upper part of the bearing, but generally the beam is inclined in the direction accompanied by rotational sliding during the construction. In the invention of the present application, since the regulating projection for regulating the spherical movement is formed at the center of the lower surface of the spherical seat that rotates and slides (spherical movement), and the hollow portion is formed at the center of the upper surface of the lower shoe corresponding thereto. By adjusting the dimensions of the restriction protrusion and the hollow part, the allowable tilt can be set in advance, and as a result, the final tilt adjustment work after the beam is constructed is This is possible within the range, and there is an effect that the construction accuracy can be improved and the workability can be improved.

(ト)実施例 この考案の一実施例を以下図面に基づいて詳述する。(G) Embodiment An embodiment of the present invention will be described in detail below with reference to the drawings.

図面は緩衝型球面支承を示し、第1図、第2図および第
3図において、この緩衝型球面支承10は下沓11と、上沓
12、これらの間に介装される球面座13と、緩衝用スプリ
ング14と、その他これらを組付けるための諸々の部材に
よって構成している。
The drawings show a cushion type spherical bearing, and in FIGS. 1, 2 and 3, this cushion type spherical bearing 10 has a lower shoe 11 and an upper shoe.
12, a spherical seat 13 interposed therebetween, a cushioning spring 14, and various members for assembling these.

上述の下沓11は四角形に形成し、上面には前述の球面座
13を載置する球状座面を形成し、その中心部は円柱状の
中空部15を形成して、下部工16の上面に載置して、その
周囲を溶接して固定している。なお、上述の中空部15は
後述する規制突起17を遊嵌させるためのもので、下沓11
の上面中央のみに形成してもよいことは勿論である。
The above-mentioned lower shoe 11 is formed in a square shape, and the above-mentioned spherical seat is formed on the upper surface.
A spherical seating surface on which 13 is placed is formed, and a hollow portion 15 having a cylindrical shape is formed at the center thereof, which is placed on the upper surface of the substructure 16 and the periphery thereof is fixed by welding. The above-mentioned hollow portion 15 is for loosely fitting a regulation projection 17 described later, and
Of course, it may be formed only in the center of the upper surface of the.

前述の球面座13の下面は、前述の下沓11の球状座面と一
致する形状の球面状に形成すると共に、その中央部に球
面移動を規制する規制突起17を形成し、滑り部材18を介
装して下沓11に載置すると共に、規制突起17を中空部15
に嵌入する。
The lower surface of the spherical seat 13 is formed in a spherical shape having a shape corresponding to the spherical seat surface of the lower shoe 11, and a restricting protrusion 17 for restricting spherical movement is formed in the central portion thereof, and a sliding member 18 is formed. It is placed on the lower shoe 11 with the interposition and the regulation protrusion 17 is provided in the hollow portion 15.
Fit in.

また、上面は平面状に形成し、滑り部材18を介装して上
部の上沓12を載置する。
Further, the upper surface is formed in a flat shape, and the upper shoe 12 on which the upper part is placed is placed with the sliding member 18 interposed.

前述の上沓12は前述の下沓11より大きい四角形に形成
し、下面側周縁部には下方に突出する段部19を形成して
いる。
The upper shoe 12 described above is formed in a quadrangle larger than the lower shoe 11 described above, and a step portion 19 projecting downward is formed at the peripheral edge portion on the lower surface side.

上述の上沓12にはスライド方向Xを設定し、このスライ
ド方向Xと交差する平行な対向辺は上沓12のスライドを
ガイドする。
A sliding direction X is set for the upper shoe 12 described above, and parallel opposite sides that intersect the sliding direction X guide the slide of the upper shoe 12.

すなわち、上述のガイド側の段部19内側には、断面L字
状のガイド部材20,20をボルト21…によって締結固定
し、このガイド部材20,20の接触側端部には、シムプレ
ート22を固定して下沓11の側面に接触し、この下沓11の
スライドをガイドする。
That is, the guide members 20, 20 having an L-shaped cross section are fastened and fixed to the inside of the guide-side stepped portion 19 with bolts 21 ..., and the shim plate 22 is provided at the contact-side end portion of the guide members 20, 20. Is fixed to contact the side surface of the lower shoe 11 and guides the slide of the lower shoe 11.

前述のスライド方向X側の段部19内側には、保持部材2
3,23をボルト24…によって締結固定し、これらの保持部
材23の内側にはシムプレート25を固定し、さらに、これ
らの保持部材23およびシムプレート25には、当接部材26
の背面に植設したボルト27を摺動可能に貫通させて、ロ
ックナット28で所定長さにセットして保持している。
The holding member 2 is provided inside the step portion 19 on the X side in the sliding direction.
3, 23 are fastened and fixed by bolts 24, a shim plate 25 is fixed inside the holding members 23, and the holding member 23 and the shim plate 25 have a contact member 26.
A bolt 27 planted on the back surface of the same is slidably penetrated, and a lock nut 28 is set and held at a predetermined length.

上述の当接部材26は長方形の板状をなし、下沓11の側面
と当接する全面部には、滑り部材29を接着固定し、その
背面側には前述のボルト27がこの実施例では4本を植設
しており、そして、このボルト27の軸上であって、当接
部材26とシムプレート25との間に前述の緩衝用スプリン
グ14を介装している。
The above-mentioned contact member 26 has a rectangular plate shape, and a sliding member 29 is adhesively fixed to the entire surface of the lower shoe 11 which contacts the side surface of the lower shoe 11, and the above-mentioned bolt 27 is attached to the rear surface of the sliding member 29 in this embodiment. A book is planted, and the buffer spring 14 is interposed between the contact member 26 and the shim plate 25 on the axis of the bolt 27.

また、当接部材26の背面であって、前述の緩衝用スプリ
ング14相互の間の位置には、この実施例では3本のスト
ッパ30を固定し、このストッパ30は保持部材23のシムプ
レート25との間に所定の距離をおいて作用することで、
スライド方向の移動量を規制している。
Further, in this embodiment, three stoppers 30 are fixed on the back surface of the contact member 26 and between the aforementioned cushioning springs 14, and these stoppers 30 are the shim plates 25 of the holding member 23. By acting with a certain distance between
The amount of movement in the slide direction is regulated.

そして、前述の上沓12の上面には上部工31の下端周囲を
溶接によって固定している。
Then, the periphery of the lower end of the superstructure 31 is fixed to the upper surface of the upper shoe 12 by welding.

このように構成した緩衝型球面支承10の動作を以下説明
する。
The operation of the cushioning type spherical bearing 10 configured as above will be described below.

この緩衝型球面支承10はスライド方向Xが設定されてい
るので、下部工16と上部工31との相対移動方向が予め一
方向に決まっている構築物、例えば、橋梁等の支承に使
用し、相対移動方向に緩衝型球面支承10のスライド方向
Xを対応させて取付け固定する。
Since the sliding direction X is set in this cushion type spherical bearing 10, it is used for bearings of a structure in which the relative moving direction of the substructure 16 and the superstructure 31 is predetermined in one direction, such as a bridge, The cushioning type spherical bearing 10 is attached and fixed in correspondence with the sliding direction X of the moving direction.

そして、下沓11と上沓12との間に、スライド方向Xに相
対移動が生じると、ガイド部材20が相互の移動をガイド
し、さらに、スライド方向Xに位置する当接部材26が緩
衝用スプリング14に抗して移動することで、相対移動が
許容されて、移動変位が可能となり、また、衝撃的に移
動が発生すると、すなわち、スライド方向Xに衝撃力が
加わると、これを緩衝用スプリング14で緩衝する。
When a relative movement occurs between the lower shoe 11 and the upper shoe 12 in the sliding direction X, the guide member 20 guides the mutual movement, and the contact member 26 located in the sliding direction X serves as a buffer. By moving against the spring 14, relative movement is allowed and movement displacement is possible, and when movement occurs shockly, that is, when an impact force is applied in the sliding direction X, this is buffered. Buffer with spring 14.

また、上部工31の傾きに対しては、球面座13の球面摺動
によって許容され、この球面摺動は中空部15での規制突
起17の移動範囲で許容される。
Further, the inclination of the superstructure 31 is allowed by the spherical sliding of the spherical seat 13, and this spherical sliding is allowed within the moving range of the restriction protrusion 17 in the hollow portion 15.

上述のように、この実施例によれば、地震の振動が衝撃
力として球面支承10に作用しても、これを緩衝用スプリ
ング14で緩衝するので、この球面支承10が支承している
被支承部材の破損を防止することができ、さらに、下沓
11と上沓12との移動変位をも吸収することができる。
As described above, according to this embodiment, even if the vibration of the earthquake acts on the spherical bearing 10 as an impact force, it is buffered by the buffer spring 14, so that the bearing supported by the spherical bearing 10 is supported. It is possible to prevent damage to the members, and
It is also possible to absorb the movement displacement between 11 and upper shoe 12.

しかも、球面座13の下面中央に球面移動を規制する規制
突起17を形成し、この規制突起17に対応させて下沓11の
中央に円柱状の中空部15を形成したので、外部から加わ
る大きなずれに起因して球面摺動を防止することができ
る効果がある。
Moreover, since the regulation protrusion 17 that regulates the spherical movement is formed in the center of the lower surface of the spherical seat 13, and the cylindrical hollow portion 15 is formed in the center of the lower shoe 11 corresponding to this regulation protrusion 17, a large external force is added. There is an effect that spherical surface sliding can be prevented due to the deviation.

すなわち、ドーム型構造物においては支承の上部にアー
チ型の梁を構築するが、一般的には構築中に梁が回転摺
動を伴なう方向に傾く。これを本願考案では、回転摺動
(球面移動)する球面座13の下面中央に該球面移動を規
制する規制突起17を形成し、これに対応する下沓11の中
央に円柱状の中空部15を形成したので、上述の規制突起
17と中空部15との寸法を調整することにより、予め許容
できる傾きを設定することができ、この結果、梁を構築
した後の最終的な傾きの調整作業が、上述の設計許容値
の範囲内で可能となり、建築精度の向上を図ることがで
きると共に、作業性の向上を図ることができる効果があ
る。
That is, in the dome structure, an arch-shaped beam is constructed on the upper part of the bearing, but generally the beam is inclined in the direction accompanied by rotational sliding during the construction. According to the present invention, a restricting protrusion 17 for restricting the spherical movement is formed in the center of the lower surface of the spherical seat 13 that rotates and slides (spherical movement), and a cylindrical hollow portion 15 corresponding to this is formed in the center of the lower shoe 11. Since it has been formed,
By adjusting the dimensions of 17 and the hollow portion 15, it is possible to set the allowable inclination in advance, and as a result, the final inclination adjustment work after building the beam is within the range of the above design allowable values. It is possible to improve the construction accuracy and the workability as well.

なお、上述の実施例では、スライド方向Xを一方向に設
定した例を示したが、十字方向の2方向に設定した場合
も、前述と同様に緩衝用スプリング14を介装すること
で、2方向の緩衝ができる。
In the above-described embodiment, the example in which the slide direction X is set to one direction is shown, but even when the slide direction X is set to two directions, the buffer spring 14 is interposed in the same manner as described above, and Can buffer the direction.

また、上述の実施例では緩衝部材としてスプリングを示
しているが、緩衝機能を有するものであれば、支承の用
途に応じて自由に選択することができ、さらに上述の中
空部15は円柱状である必要はなく、下沓11の上面中央の
みに形成されておればよく、この考案は上述の実施例の
みの構成に限定されるものではない。
Further, although a spring is shown as the cushioning member in the above-mentioned embodiment, it can be freely selected as long as it has a cushioning function according to the application of the bearing, and the hollow portion 15 is cylindrical in shape. It need not be provided, and it may be formed only in the center of the upper surface of the lower shoe 11, and the present invention is not limited to the configuration of the above-described embodiment only.

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

第1図は本考案の緩衝型球面支承を示す一部切欠き断面
図、 第2図は第1図中のA−A線視断面図、 第3図は第1図中のB−B線視断面図、 第4図は従来の球面支承の断面図である。 11……下沓、12……上沓 13……球面座、14……緩衝用スプリング 15……中空部、17……規制突起
FIG. 1 is a partially cutaway sectional view showing a cushioning type spherical bearing of the present invention, FIG. 2 is a sectional view taken along line AA in FIG. 1, and FIG. 3 is line BB in FIG. FIG. 4 is a cross-sectional view of the conventional spherical bearing. 11 …… Lower shoe, 12 …… Upper shoe 13 …… Spherical seat, 14 …… Cushion spring 15 …… Hollow part, 17 …… Regulation protrusion

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】下沓(11)と上沓(12)との間に球面座
(13)を介装した球面支承であって、 上記下沓(11)と上沓(12)との間にスライド方向
(X)に対向する対向部を形成し、 該対向部位のスライド方向(X)側に緩衝部材(14)を
介装し、 上記下沓(11)の上面中央に中空部(15)を形成し、 上記球面座(13)の下面中央に規制突起(17)が形成さ
れ、 該規制突起(17)が上記中空部(15)に嵌入された 緩衝型球面支承。
1. A spherical bearing in which a spherical seat (13) is interposed between the lower shoe (11) and the upper shoe (12), and between the lower shoe (11) and the upper shoe (12). A facing portion facing the sliding direction (X) is formed on the lower portion, and a cushioning member (14) is interposed on the sliding direction (X) side of the facing portion. ) Is formed, and a regulation projection (17) is formed at the center of the lower surface of the spherical seat (13), and the regulation projection (17) is fitted into the hollow portion (15).
JP1989030202U 1989-03-15 1989-03-15 Buffer type spherical bearing Expired - Lifetime JPH0756326Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989030202U JPH0756326Y2 (en) 1989-03-15 1989-03-15 Buffer type spherical bearing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989030202U JPH0756326Y2 (en) 1989-03-15 1989-03-15 Buffer type spherical bearing

Publications (2)

Publication Number Publication Date
JPH02120507U JPH02120507U (en) 1990-09-28
JPH0756326Y2 true JPH0756326Y2 (en) 1995-12-25

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Family Applications (1)

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JP1989030202U Expired - Lifetime JPH0756326Y2 (en) 1989-03-15 1989-03-15 Buffer type spherical bearing

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Cited By (1)

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WO2015125996A1 (en) * 2014-02-18 2015-08-27 Yeoung Cheol Cho Seismic isolator utilizing wedge

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JP2001090486A (en) * 1998-12-11 2001-04-03 Kumagai Gumi Co Ltd Seismic isolator for center column of underground structure
KR100762941B1 (en) * 2006-08-31 2007-10-17 (주)엠피기술산업 Bearing apparatus for structure
KR100757749B1 (en) * 2007-02-14 2007-09-11 대한주택공사 Seismic isolation apparatus for supporting a structure
KR100956487B1 (en) * 2009-10-22 2010-05-07 박헌 Damping device equipped with seismic isolaion devices
JP5579095B2 (en) * 2011-02-10 2014-08-27 日本鋳造株式会社 Bearing girder support structure
KR101558777B1 (en) * 2014-05-29 2015-10-07 현대자동차주식회사 Apparatus for molding rotor of motor
JP7386947B1 (en) * 2022-09-16 2023-11-27 日鉄エンジニアリング株式会社 Seismic isolation device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5723544U (en) * 1980-07-09 1982-02-06

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015125996A1 (en) * 2014-02-18 2015-08-27 Yeoung Cheol Cho Seismic isolator utilizing wedge
US9829063B2 (en) 2014-02-18 2017-11-28 Yeoung Cheol CHO Seismic isolator utilizing wedge

Also Published As

Publication number Publication date
JPH02120507U (en) 1990-09-28

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