JPH0545670Y2 - - Google Patents

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Publication number
JPH0545670Y2
JPH0545670Y2 JP1987158622U JP15862287U JPH0545670Y2 JP H0545670 Y2 JPH0545670 Y2 JP H0545670Y2 JP 1987158622 U JP1987158622 U JP 1987158622U JP 15862287 U JP15862287 U JP 15862287U JP H0545670 Y2 JPH0545670 Y2 JP H0545670Y2
Authority
JP
Japan
Prior art keywords
shield
shield jack
jack
retaining member
retaining
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
JP1987158622U
Other languages
Japanese (ja)
Other versions
JPH0165389U (en
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 filed Critical
Priority to JP1987158622U priority Critical patent/JPH0545670Y2/ja
Publication of JPH0165389U publication Critical patent/JPH0165389U/ja
Application granted granted Critical
Publication of JPH0545670Y2 publication Critical patent/JPH0545670Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 本考案は曲線施工可能なシールド掘進機に関す
る。
[Detailed Description of the Invention] Industrial Application Field The present invention relates to a shield excavator capable of performing curved construction.

従来の技術 従来、曲線施工可能なシールド掘進機は、たと
えば第10図の概略平面断面図に示すように、前
後に2分割されかつピン34を介して傾動自在に
連結された前胴31と後胴32からなるシールド
本体33において、カツターヘツド35を有する
前胴31内にジヤツキ本体36aが連結された複
数のシールドジヤツキ36を設け、ジヤツキ本体
36aを後胴32の支持部39に支持させるとと
もに、シールドジヤツキ36の作動端に当接部材
37を設け、この当接部材37をセグメント38
の前端部に当接させて、シールド本体33を推進
させるとともに、ピン34の両側のシールドジヤ
ツキ36の作動量を制御することにより、前胴3
1を後胴32に対してピン34を中心に傾動させ
て曲線施工を行つていた。
BACKGROUND ART Conventionally, a shield excavator capable of performing curved construction has been divided into two halves, front and rear, and a front body 31 and a rear body, which are connected via a pin 34 so as to be tiltable, as shown in the schematic cross-sectional plan view of FIG. 10, for example. In the shield main body 33 consisting of a shell 32, a plurality of shield jacks 36 each having a jack main body 36a connected thereto are provided in the front shell 31 having a cutter head 35, and the jack main body 36a is supported by the support portion 39 of the rear shell 32. A contact member 37 is provided at the operating end of the shield jack 36, and this contact member 37 is connected to the segment 38.
The front end of the front body 3
1 was tilted about the pin 34 with respect to the rear body 32 to perform curved construction.

考案が解決しようとする問題点 しかし、上記従来の構成では、急な曲線施工を
行う場合には、第11図に示すように、前胴31
を後胴32に対して傾斜させるに従つて、前胴3
1に支持されたシールドジヤツキ36は後胴32
に対して傾斜してセグメント38側への伸長方向
も変化し、当接部材37がセグメント38前端部
に正確に当接しなくなり、確実に推進力が得られ
ないという問題点があつた。
Problems to be Solved by the Invention However, with the above-mentioned conventional configuration, when constructing a steep curve, the front body 31
As the front body 3 is tilted with respect to the rear body 32, the front body 3
The shield jack 36 supported by the rear body 32
There was a problem in that the direction of extension toward the segment 38 side also changed as the abutting member 37 did not accurately abut against the front end of the segment 38, making it impossible to reliably obtain propulsion force.

本考案は上記問題点を解決して、急な曲線施工
であつても確実に推進力が得られるシールド掘進
機を提供することを目的とする。
The object of the present invention is to solve the above-mentioned problems and provide a shield excavator that can reliably obtain propulsion even when working on steep curves.

問題点を解決するための手段 上記問題点を解決するために本考案は、前後に
分割されかつ所定範囲で互いに傾動自在に連結さ
れた複数の胴からなるシールド本体を設け、セグ
メント前部に外嵌する後端部側胴内に前後方向に
移動自在に支持された複数のシールドジヤツキを
設け、前部側胴内に、シールドジヤツキの固定側
端部に係合してシールドジヤツキを抜止めする抜
止め部材と、前胴傾動面内で円弧状断面または球
面状に形成されたシールドジヤツキの固定側端面
が、摺動自在に当接する受圧部材とを設け、前記
抜止め部材を、シールドジヤツキの固定端側の両
側面に前胴傾動面に沿つて形成された係止溝に、
前胴に互いに対向して設けられて先端部が前後方
向に隙間をあけて係合し抜止めする抜止め用爪に
より構成し、シールドジヤツキの作動側端部にセ
グメント前端部に当接可能な当接部材を設けたも
のである。
Means for Solving the Problems In order to solve the above problems, the present invention provides a shield body consisting of a plurality of bodies that are divided into front and rear parts and connected to each other so as to be tiltable within a predetermined range, and an external shield body is provided at the front of the segment. A plurality of shield jacks are provided inside the rear end side shell to be fitted, and are supported so as to be movable in the front and back direction, and the shield jacks are fitted into the front side shell by engaging with the fixed side ends of the shield jacks. A retaining member for retaining the retaining member and a pressure receiving member with which the fixed side end face of the shield jack formed in the front body tilting plane and having an arcuate cross section or a spherical shape are slidably abutted, and the retaining member is , in the locking grooves formed along the front body tilting surface on both sides of the fixed end side of the shield jack,
Consists of retaining pawls that are provided opposite each other on the front body and whose tips engage with a gap in the front-rear direction to prevent them from coming out, and can abut the front end of the segment on the operating end of the shield jack. A contact member is provided.

作 用 上記構成において、曲線施工する時はシールド
ジヤツキのうち、屈曲外側のシールドジヤツキの
伸長量を屈曲内側のシールドジヤツキよりも大き
くして前部側胴を後端部側胴に対して傾動させ、
さらに各シールドジヤツキを所定量伸長させて当
接部材のセグメントを押圧する反力により曲線方
向に沿つて前進する。この時、シールドジヤツキ
は、後胴に前後方向に移動自在に支持されるとと
もに、固定側端部が受圧部材に摺動自在に当接し
かつ抜止め部材に抜止めされてシールドジヤツキ
の推進力を前部側胴に確実に伝達し、シールドジ
ヤツキの向きは前胴の傾きに関係なく後胴に対し
て一定で、その作動端の当接部材は直線施工時と
同一方向からセグメント前端部に当接するので、
常に安定した推進力が得られる。
Effect In the above configuration, when performing curved construction, the extension amount of the shield jack on the outside of the bend is made larger than that of the shield jack on the inside of the bend, so that the front side shell is connected to the rear end side shell. and tilt it.
Furthermore, each shield jack is extended by a predetermined amount and moved forward along the curved direction by the reaction force that presses the segment of the abutting member. At this time, the shield jack is supported by the rear body so as to be movable in the front and back direction, and the fixed end portion is slidably abutted on the pressure receiving member and is prevented from coming out by the retaining member to propel the shield jack. The force is reliably transmitted to the front side shell, and the direction of the shield jack is constant with respect to the rear shell regardless of the inclination of the front shell. Because it comes into contact with the
A stable propulsion force is always obtained.

実施例 以下本考案の一実施例を第1図〜第5図に基づ
いて説明する。
Embodiment An embodiment of the present invention will be described below with reference to FIGS. 1 to 5.

第1図および第2図は圧力保持型のシールド掘
進機を示す平面断面図および側面断面図である。
第1図および第2図において、1および2は前後
に分割されてシールド本体3を構成する前胴およ
び後胴で、前胴1と後胴2は鉛直方向のピン4を
中心に所定範囲で傾動自在に連結される。すなわ
ち、前胴1内の後部上下位置に前胴付ブラケツト
5を介して取付けられた前胴ヒンジプレート6
と、後胴2内の前部上下位置に取付けられた後胴
ヒンジプレート7とがピン4により回動自在に連
結される。8は前胴1と後胴2の重合部に介装さ
れた傾動用シールである。
FIGS. 1 and 2 are a plan sectional view and a side sectional view showing a pressure holding type shield tunneling machine.
In FIGS. 1 and 2, 1 and 2 are the front and rear shells that are divided into front and rear parts and constitute the shield body 3. Connected so that they can tilt freely. That is, the front body hinge plate 6 is attached to the rear upper and lower positions in the front body 1 via the front body bracket 5.
and a rear body hinge plate 7 attached to the front upper and lower positions in the rear body 2 are rotatably connected by a pin 4. Reference numeral 8 denotes a tilting seal interposed at the overlapping portion of the front body 1 and the rear body 2.

9は前胴1の前面に設けられたカツターヘツド
で、旋回軸受10に回転自在に支持されるととも
に、駆動装置11により歯車を介して回転駆動さ
れる。12はカツターヘツド9の後部で圧力室1
3を形成する隔壁14に貫設されたスクリユーコ
ンベアで、圧力室13内の土砂を後胴2側に搬送
する。
Reference numeral 9 denotes a cutter head provided on the front surface of the front barrel 1, which is rotatably supported by a swing bearing 10 and rotationally driven by a drive device 11 via gears. 12 is the pressure chamber 1 at the rear of the cutter head 9
A screw conveyor penetrating the partition wall 14 forming the pressure chamber 13 conveys the earth and sand in the pressure chamber 13 to the rear body 2 side.

15は第1図および第3図に示すように、後胴
2内の前部周囲に所定間隔ごとに前後方向に配置
された複数のシールドジヤツキで、ジヤツキ本体
15aが後胴2に固定された支持部材16により
前後方向に摺動自在に支持される。そして、ジヤ
ツキ本体15aの前端部は、前胴1内に設けられ
た抜止め部材17および受圧部材18により保持
されている。すなわち、第4図a,bに示すよう
に、抜止め部材17は、ジヤツキ本体15aの前
端部上下側面に対向して水平方向に形成された係
止溝19に、先端部を前後方向に所定の隙間をあ
けて係合する抜止め用爪20が設けられて、ジヤ
ツキ本体15aを水平方向に傾動自在に保持し、
かつジヤツキ本体15aを前後方向に抜止めする
ように構成される。また、受圧部材18は、前胴
1内に突設された受圧体21の後面に平面状の受
面22が形成され、この受面22に、ジヤツキ本
体15a前端面を凸状の球面あるいは円弧面状に
形成した当接面23(実施例では球面)が摺動自
在に当接するよう構成される。前記抜止め用爪2
0は受圧体21に固定されている。
1 and 3, a plurality of shield jacks 15 are arranged around the front part of the rear body 2 at predetermined intervals in the front and back direction, and the jack main body 15a is fixed to the rear body 2. It is supported by a supporting member 16 so as to be slidable in the front-rear direction. The front end portion of the jack main body 15a is held by a retaining member 17 and a pressure receiving member 18 provided in the front body 1. That is, as shown in FIGS. 4a and 4b, the retaining member 17 has its distal end placed in a predetermined direction in the front-rear direction into a locking groove 19 formed horizontally facing the top and bottom sides of the front end of the jack main body 15a. A retaining pawl 20 that engages with a gap is provided to hold the jack main body 15a so as to be tiltable in the horizontal direction,
Also, it is configured to prevent the jack main body 15a from coming off in the front-rear direction. In addition, the pressure receiving member 18 has a planar receiving surface 22 formed on the rear surface of the pressure receiving body 21 protruding into the front body 1, and the front end surface of the jack main body 15a is formed into a convex spherical or circular arc shape on this receiving surface 22. A contact surface 23 formed in a planar shape (a spherical surface in the embodiment) is configured to come into slidable contact. The retaining claw 2
0 is fixed to the pressure receiving body 21.

なお、前記当接面23を平面状としてジヤツキ
本体15aを当接させたが、第6図に示すように
受面22を円弧状にするとともにジヤツキ本体1
5aの当接面23も円弧面状とし、あるいは第7
図に示すように、受面22および当接面23とも
球面状として、ジヤツキ本体15aを当接支持す
るようにしてもよい。
Although the abutting surface 23 is made flat and the jack main body 15a is brought into contact with it, as shown in FIG.
The abutment surface 23 of 5a is also made into a circular arc surface, or the contact surface 23 of the seventh
As shown in the figure, both the receiving surface 22 and the abutting surface 23 may have a spherical shape so as to abut and support the jack main body 15a.

一方、シールドジヤツキ15後部の作動体15
b後端には、後胴2内で組立てられるセグメント
24の前端部に当接可能な当接部材25が配設さ
れる。26は後胴2の後端部周囲に設けられたテ
ールシールである。
On the other hand, the actuator 15 at the rear of the shield jack 15
At the rear end b, an abutting member 25 is disposed which can abut against the front end of a segment 24 which will be assembled inside the rear torso 2. Reference numeral 26 denotes a tail seal provided around the rear end of the rear torso 2.

次に作用について説明する。 Next, the effect will be explained.

直線施工する場合は、カツターヘツド9を駆動
して地盤を掘削し、圧力室13で切羽崩壊圧を維
持しつつ圧力室13内の土砂をスクリユコンベア
12により後方に搬送する。そして、各シールド
ジヤツキ15によりセグメント24の前端部に当
接部材25を当接させて作動体15bを均等に伸
長させ、その推進力を受圧体21で支持して前胴
1を後胴2とともに前進させる。つぎに作動体1
5を短縮する。この時、ジヤツキ本体15aは抜
止め用爪20によつて抜止めされ後方への移動が
阻止される。そして、新らたなセグメント24を
組み立て、再びシールドジヤツキ15を作動して
シールド本体3を前進させる。
In the case of straight line construction, the cutter head 9 is driven to excavate the ground, and the earth and sand in the pressure chamber 13 is conveyed rearward by the screw conveyor 12 while maintaining the face collapse pressure in the pressure chamber 13. Then, the contact member 25 is brought into contact with the front end of the segment 24 by each shield jack 15 to uniformly extend the actuating body 15b, and the propulsive force is supported by the pressure receiving body 21 to move the front body 1 to the rear body 2. move forward with Next, actuating body 1
Shorten 5. At this time, the jack main body 15a is prevented from being removed by the anti-removal claw 20, and movement to the rear is prevented. Then, a new segment 24 is assembled, and the shield jack 15 is operated again to move the shield main body 3 forward.

曲線施工の場合は、第5図に示すように、カツ
ターヘツド9およびスクリユコンベア12を駆動
するとともに、各シールドジヤツキ15のうち、
屈曲外側(第5図では進行方向に向つて右側)の
シールドジヤツキ15の伸長量を屈曲内側のシー
ルドジヤツキ15より大きくして、前胴1をピン
4を中心にA方向に傾動させる。この時、各シー
ルドジヤツキ15は後胴2に対して前後方向にの
み移動して支持部材16に後胴2の軸心と平行に
支持されるので、その作動体15aの先端の当接
部材25はセグメント24の前端部の所定位置に
後胴軸心方向から適正に当接する。またジヤツキ
本体15aの前端部は、第4図に仮想線イに示す
ように、傾動するが、その当接面23は受面22
上を摺動して適正に当接し、シールドジヤツキ1
5の推力を受圧体21に確実に伝達することがで
きる。したがつて、従来のようにセグメント24
の前端部に偏荷重がかかることなく、確実に推進
力を得ることができる。次に、各シールドジヤツ
キ15の伸長量を制御して作動しシールド本体3
を曲線方向に前進させる。
In the case of curved construction, as shown in FIG. 5, while driving the cutter head 9 and screw conveyor 12,
The extension amount of the shield jack 15 on the outside of the bend (on the right side in the direction of travel in FIG. 5) is made larger than that of the shield jack 15 on the inside of the bend, and the front body 1 is tilted in the direction A about the pin 4. At this time, each shield jack 15 moves only in the front-rear direction with respect to the rear barrel 2 and is supported by the support member 16 parallel to the axis of the rear barrel 2, so the contact member at the tip of the operating body 15a 25 properly abuts on a predetermined position of the front end of the segment 24 from the rear body axis direction. The front end of the jack main body 15a is tilted as shown by the imaginary line A in FIG.
Slide the top to make proper contact, and then attach the shield jack 1.
5 thrust can be reliably transmitted to the pressure receiving body 21. Therefore, segment 24 as before
It is possible to reliably obtain propulsive force without applying an unbalanced load to the front end of the vehicle. Next, the shield body 3 is operated by controlling the amount of extension of each shield jack 15.
move forward in a curved direction.

なお、上記実施例ではシールド本体3を前胴1
と後胴2に分割したが、3つ以上であつてもよ
い。この場合、シールドジヤツキのジヤツキ本体
前端部を保持する抜止め部材および受圧部材は中
間の胴に設ければよい。
In the above embodiment, the shield main body 3 is connected to the front body 1.
Although it is divided into the rear body 2, it may be divided into three or more. In this case, the retaining member for holding the front end of the jack main body of the shield jack and the pressure receiving member may be provided in the intermediate barrel.

また、前胴1と後胴2とをピン4により傾動自
在に連結したが、第7図および第8図に示すよう
に、複数の連結ジヤツキ23により連結し、これ
ら連結ジヤツキ23の伸縮により前胴1を後胴2
に対して傾動させ、シールドジヤツキ15でシー
ルド本体3を推進させるようにしてもよい。
Further, although the front body 1 and the rear body 2 are tiltably connected by a pin 4, as shown in FIGS. 7 and 8, they are connected by a plurality of connecting jacks 23, and the front body torso 1 to rear torso 2
The shield main body 3 may be tilted relative to the main body 3 and propelled by the shield jack 15.

さらに、上記実施例では圧力保持型のシールド
掘進機を示したが、この形式に限るものではな
い。
Furthermore, although a pressure holding type shield tunneling machine is shown in the above embodiment, the present invention is not limited to this type.

考案の効果 以上に述べたごとく本考案によれば、曲線施工
時に前部側胴が後端部側胴に対して傾動しても、
シールドジヤツキは、後端部側胴に前後方向に移
動自在に支持されるとともに、その固定側端部が
抜止め部材により抜止めされかつ受圧部材により
シールドジヤツキの推進力を前部側胴に確実に伝
達するので、シールドジヤツキの作動端の当接部
材はセグメント前端部に適切に当接して、従来の
ように偏荷重を生じることなく確実に推進力を得
ることができる。また、抜止め部材を、シールド
ジヤツキに形成した係止溝に傾動自在に係合する
抜止め用爪により構成したので、極めて簡単な構
造となり、シールドジヤツキに加わる推進反力を
直接受圧部材に伝達することができる。
Effects of the invention As described above, according to the invention, even if the front side body tilts with respect to the rear end side body during curved construction,
The shield jack is supported by the rear side body so as to be movable in the front and back direction, and its fixed end is prevented from coming out by a retaining member, and the pressure receiving member transfers the propulsive force of the shield jack to the front side body. Therefore, the contact member at the operating end of the shield jack appropriately contacts the front end of the segment, and the propulsive force can be reliably obtained without producing an unbalanced load as in the conventional case. In addition, since the retaining member is composed of a retaining pawl that tiltably engages with the locking groove formed on the shield jack, the structure is extremely simple, and the propulsive reaction force applied to the shield jack is directly transmitted to the pressure receiving member. can be transmitted to.

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

第1図〜第5図は本考案の一実施例を示し、第
1図および第2図はシールド掘進機の平面断面図
および側面断面図、第3図は第1図に示す−
矢視図、第4図a,bは第1図に示す部分拡大
図および第4図に示す−矢視図、第5図はシ
ールド掘進機の作用を示す平面断面図、第6図お
よび第7図はそれぞれ受圧部材の他の実施例を示
す斜視図、第8図および第9図は他のシールド掘
進機の実施例を示す正面断面図および連結ジヤツ
キを示す側面図、第10図および第11図は従来
例を示す概略平面断面図およびその動作を説明す
る平面断面図である。 1……前胴、2……後胴、3……シールド本
体、4……ピン、15……シールドジヤツキ、1
5a……ジヤツキ本体、15b……作動体、16
……支持部材、17……抜止め部材、18……受
圧部材、19……係止溝、20……抜止め用爪、
24……セグメント、25……当接部材。
1 to 5 show an embodiment of the present invention, FIGS. 1 and 2 are a plan sectional view and a side sectional view of the shield tunneling machine, and FIG. 3 is the same as that shown in FIG. 1.
4a and 4b are partially enlarged views shown in FIG. 1, and FIG. 7 is a perspective view showing another embodiment of the pressure receiving member, FIGS. 8 and 9 are a front sectional view and a side view showing a connecting jack, and FIGS. FIG. 11 is a schematic cross-sectional plan view showing a conventional example and a cross-sectional plan view explaining its operation. 1...Front body, 2...Rear body, 3...Shield body, 4...Pin, 15...Shield jacket, 1
5a... Jacket main body, 15b... Operating body, 16
... Support member, 17 ... Removal prevention member, 18 ... Pressure receiving member, 19 ... Locking groove, 20 ... Removal prevention claw,
24... Segment, 25... Contact member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 前後に分割されかつ所定範囲で互いに傾動自在
に連結された複数の胴からなるシールド本体を設
け、セグメント前部に外嵌する後端部側胴内に前
後方向に移動自在に支持された複数のシールドジ
ヤツキを設け、前部側胴内に、シールドジヤツキ
の固定側端部に係合してシールドジヤツキを抜止
めする抜止め部材と、前胴傾動面内で円弧状断面
または球面状に形成されたシールドジヤツキの固
定側端面が、摺動自在に当接する受圧部材とを設
け、前記抜止め部材を、シールドジヤツキの固定
端側の両側面に前胴傾動面に沿つて形成された係
止溝に、前胴に互いに対向して設けられて先端部
が前後方向に隙間をあけて係合し抜止めする抜止
め用爪により構成し、シールドジヤツキの作動側
端部にセグメント前端部に当接可能な当接部材を
設けたことを特徴とするシールド掘進機。
A shield body is provided with a plurality of shells that are divided into front and rear parts and are connected to each other so as to be tiltable within a predetermined range. A shield jack is provided, and a retaining member that engages with the fixed side end of the shield jack to prevent the shield jack from coming out is provided in the front side body, and a retaining member that has an arcuate cross section or a spherical shape within the front body tilting plane. A fixed side end face of the shield jack formed on the shield jack is provided with a pressure receiving member that is slidably abutted, and the retaining member is formed on both sides of the fixed end side of the shield jack along the front body tilting surface. The locking grooves are provided with retaining pawls that are provided on the front body facing each other and whose tips engage with a gap in the front-rear direction to prevent them from coming off. A shield excavator characterized in that a contact member that can come into contact with a front end of a segment is provided.
JP1987158622U 1987-10-16 1987-10-16 Expired - Lifetime JPH0545670Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987158622U JPH0545670Y2 (en) 1987-10-16 1987-10-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987158622U JPH0545670Y2 (en) 1987-10-16 1987-10-16

Publications (2)

Publication Number Publication Date
JPH0165389U JPH0165389U (en) 1989-04-26
JPH0545670Y2 true JPH0545670Y2 (en) 1993-11-24

Family

ID=31439112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987158622U Expired - Lifetime JPH0545670Y2 (en) 1987-10-16 1987-10-16

Country Status (1)

Country Link
JP (1) JPH0545670Y2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61290196A (en) * 1985-06-18 1986-12-20 川崎重工業株式会社 Method of shielding propulsion construction
JPS62141296A (en) * 1985-12-17 1987-06-24 日本鋼管株式会社 Propulsion device for shield excavator

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61290196A (en) * 1985-06-18 1986-12-20 川崎重工業株式会社 Method of shielding propulsion construction
JPS62141296A (en) * 1985-12-17 1987-06-24 日本鋼管株式会社 Propulsion device for shield excavator

Also Published As

Publication number Publication date
JPH0165389U (en) 1989-04-26

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