JPH0357279B2 - - Google Patents
Info
- Publication number
- JPH0357279B2 JPH0357279B2 JP26458185A JP26458185A JPH0357279B2 JP H0357279 B2 JPH0357279 B2 JP H0357279B2 JP 26458185 A JP26458185 A JP 26458185A JP 26458185 A JP26458185 A JP 26458185A JP H0357279 B2 JPH0357279 B2 JP H0357279B2
- Authority
- JP
- Japan
- Prior art keywords
- cone
- pipe
- cone bits
- support member
- annular
- 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
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- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、地中掘削装置にかゝり、なかでも円
錐状周面に多数の凸部を有するビツト(以下コー
ンビツトという)を用いて礫地層の掘削に用いる
地中掘削装置に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to underground excavation equipment, and in particular, to a cone-shaped bit (hereinafter referred to as a cone bit) having a large number of convex portions on its circumferential surface. It relates to underground drilling equipment used for excavating geological formations.
地中に鋼管等を埋設するために地中に横孔を掘
削しつゝ管を埋設する地中掘削装置が用いられ
る。
In order to bury steel pipes etc. underground, an underground excavation device is used that excavates a horizontal hole underground and buries the pipe.
管を埋設する地盤が礫を含む地層の場合には、
掘削装置の先端にコーンビツトを環状に配設し、
これらコーンビツトを公転駆動して地中を掘進す
ることにより、礫地層であつてもこれを破砕して
掘削することができるようにしている。 If the ground where the pipe is buried is a stratum containing gravel,
Cone bits are arranged in a ring at the tip of the drilling equipment,
By revolving these cone bits and digging underground, even gravel layers can be crushed and excavated.
しかしてこの種の掘削装置においては、礫地層
を掘削するときコーンビツトの破損や摩耗が激し
く、作業途中に交換することが必要となる。 However, in this type of excavation equipment, when excavating gravel strata, the cone bits are severely damaged and worn out, making it necessary to replace them during the work.
従来のコーンビツトは、その支持部材が掘削装
置の先導管に固着されていることにより、掘削現
場での交換が容易でないという問題があつた。 Conventional cone bits have had the problem that their support members are fixed to the leading pipe of the excavation equipment, making it difficult to replace them at the excavation site.
また従来のコーンビツトを用いた掘削装置で
は、コーンビツトにより掘削全面にわたり礫を破
砕して掘進する構造であつたため、掘削および礫
破砕に要する動力が大きく、掘削装置を大型化す
るなどの問題があつた。 Furthermore, conventional drilling equipment using corn bits has a structure in which the corn bit crushes gravel over the entire surface of the excavation, resulting in problems such as the large amount of power required for excavation and gravel crushing, and the need to increase the size of the drilling equipment. .
本発明は上記従来技術の問題点に着目し、これ
を改善することを目的としてなされたもので、コ
ーンビツトの着脱を容易とすると同時に掘削面積
が少なくして削孔することができる地中掘削装置
を提供するにある。
The present invention has been made with the aim of improving the above-mentioned problems of the prior art, and is an underground drilling device that can easily attach and detach cone bits and at the same time can drill holes with a reduced excavation area. is to provide.
上記目的を達成するため本発明は、埋設管の内
部に挿通し得るケーシングの先導管の先端内部に
該先導管の前方位置の中心に軸心が向く複数の第
1のコーンビツトと、軸心が外方を向く複数の第
2のコーンビツトとを環状に配設し、これら第
1、第2のコーンビツトが回転自在に装着される
支持部材を先導管の内周に固設された環状部材の
貫孔に可及的密に挿通し、この支持部材の内端を
先導管の内周にそつて流体シリンダ等の駆動手段
により回動可能とされた環状カム部材の内周面に
当接し、このカム部材を回動することによりカム
部材のカム部で支持部材の内端を先導管の中心方
向に加圧して固定するようにしたことを特徴とす
るものである。
In order to achieve the above object, the present invention includes a plurality of first cone bits whose axes are directed to the center of the forward position of the leading pipe inside the tip of the leading pipe of a casing that can be inserted into the inside of the buried pipe; A plurality of second cone bits facing outward are arranged in an annular shape, and a support member on which the first and second cone bits are rotatably mounted is inserted through an annular member fixed to the inner periphery of the leading pipe. The support member is inserted into the hole as tightly as possible, and the inner end of the supporting member is brought into contact with the inner peripheral surface of an annular cam member which is rotatable by a driving means such as a fluid cylinder along the inner periphery of the leading pipe. The present invention is characterized in that by rotating the cam member, the cam portion of the cam member presses the inner end of the support member toward the center of the guide tube and fixes it.
以下、本発明を図面に示す実施例を参照して説
明する。
The present invention will be described below with reference to embodiments shown in the drawings.
第1図に本発明の特徴部分を縦断した斜視図
を、第2図に同縦断側面を示すように、地中に埋
設すべき管1の内部に挿通されるケーシング2の
先端の先導管3の先端部に、複数個(図示例では
4個)の第1のコーンビツト4,4…と、これら
第1のコーンビツト4,4…の各間に位置する複
数個(図示例では4個)の第2のコーンビツト
5,5…がそれぞれ配状に配設されている。 As shown in FIG. 1 and FIG. 2, a vertical perspective view of the characteristic parts of the present invention and a side view of the longitudinal section, a leading pipe 3 at the tip of a casing 2 inserted into a pipe 1 to be buried underground. A plurality of (four in the illustrated example) first cone bits 4, 4... and a plurality (four in the illustrated example) of the first cone bits 4, 4... located between each of the first cone bits 4, 4... Second cone bits 5, 5, . . . are arranged in a respective arrangement.
上記第1、第2のコーンビツト4,5は、円錐
状周面に突部が形成された円錐形をなし、その基
部が支持部材6,7の先端の軸8,9とベアリン
グ10,11とで回転自在に取付けられている。
そして第1のコーンビツト4の支持部材6は、第
2のコーンビツト5の支持部材7より長く、かつ
端部になるにしたがつて薄く形成されている。 The first and second cone bits 4 and 5 have a conical shape with a protrusion formed on the conical peripheral surface, and their bases are connected to the shafts 8 and 9 at the tips of the support members 6 and 7 and the bearings 10 and 11. It is rotatably mounted.
The support member 6 of the first cone bit 4 is longer than the support member 7 of the second cone bit 5, and is formed thinner toward the end.
先導管3の内周には、間隔をおいて2つの環状
部材12,13が溶接等により固着され、内方の
環状部材13の直近の内方には環状のカム部材1
4が先導管3の内周面にそつて回転可能に設けら
れている。このカム部材14には、基部が先導管
3側に枢支された油圧シリンダ15,15のピス
トンロツド15A,15Aの先端が連結されてお
り、この油圧シリンダ15,15の作動によりカ
ム部材14を所定角度回動させるようになつてい
る。 Two annular members 12 and 13 are fixed to the inner periphery of the leading pipe 3 at intervals by welding or the like, and an annular cam member 1 is disposed immediately inside the inner annular member 13.
4 is rotatably provided along the inner peripheral surface of the leading tube 3. The tips of piston rods 15A, 15A of hydraulic cylinders 15, 15 whose bases are pivotally supported on the leading pipe 3 side are connected to the cam member 14, and the cam member 14 is moved to a predetermined position by the operation of the hydraulic cylinders 15, 15. It is designed to rotate at an angle.
前記環状部材12,13には、第1のコーンビ
ツト4の支持部材6が挿通し得る角孔16,1
7、および第2のコーンビツト5の支持部材7が
挿通し得る角孔18,19がそれぞれ対応して形
成されている。 The annular members 12 and 13 have square holes 16 and 1 through which the support member 6 of the first cone bit 4 can be inserted.
7, and square holes 18 and 19 into which the support member 7 of the second cone bit 5 can be inserted are formed correspondingly.
前記第1のコーンビツト4は、その先端が先導
管3の中心に向き、かつ前方に位置する周面が先
導管3の前端面とほゞ平行して先導管3の先端よ
り突出した位置におかれ、このコーンビツト4の
基部外周に埋設管1の外径よりやゝ突出した位置
におかれる。このとき支持部材6の内端はカム部
材14のカム面14A上におかれ、カム部材14
が油圧シリンダ15,15により回動して凸状の
カム部14Bにより支持部材6の内端が押上げら
れたとき環状部材12,13の角孔16,17の
内面に支持部材6が圧着して固定されるようにな
つている。 The first cone bit 4 has its tip facing toward the center of the leading tube 3, and its circumferential surface positioned forward is approximately parallel to the front end surface of the leading tube 3 and protrudes from the tip of the leading tube 3. It is placed on the outer periphery of the base of the cone bit 4 at a position slightly protruding from the outer diameter of the buried pipe 1. At this time, the inner end of the support member 6 is placed on the cam surface 14A of the cam member 14, and the cam member 14
When the inner end of the support member 6 is rotated by the hydraulic cylinders 15, 15 and the inner end of the support member 6 is pushed up by the convex cam portion 14B, the support member 6 is pressed against the inner surface of the square holes 16, 17 of the annular members 12, 13. It is designed to be fixed.
前記第2のコーンビツト5は、その先端が外方
を向き、先導管3の半径よりやゝ引込んで位置さ
れるとともに前方に位置する周面が先導管3の前
端面とほゞ平行して先導管3の先端より突出した
位置におかれ、そしてこのコーンビツト5の基部
は第1のコーンビツト4の内側に位置する周面を
通る仮想円上に位置しておかれる。図示実施例で
は、第2のコーンビツト5の支持部材7の内端は
内方の環状部材13の角孔19内に位置され、外
方の環状部材12の内側位置の支持部材7に抜止
めピン20が打たれて環状部材12から抜けない
ようになつている。しかしこの支持部材7も第1
のコーンビツト4の支持部材6と同様にカム部材
14のカム面14Aに当接して固定するようにし
てもよい。また前記カム部材14を回動させる駆
動手段は、油圧シリンダ15,15によるほか、
油圧モータ、電動モータと歯車との組合せによつ
てもよい。 The second cone bit 5 has its tip facing outward, is positioned slightly retracted from the radius of the leading tube 3, and its peripheral surface positioned forward is approximately parallel to the front end surface of the leading tube 3. The cone bit 5 is placed at a position protruding from the tip of the conduit 3, and the base of the cone bit 5 is placed on an imaginary circle passing through the circumferential surface located inside the first cone bit 4. In the illustrated embodiment, the inner end of the support member 7 of the second cone bit 5 is located within the square hole 19 of the inner annular member 13, and a retaining pin is attached to the support member 7 at the inner position of the outer annular member 12. 20 is hammered to prevent it from coming off from the annular member 12. However, this support member 7 is also
Similarly to the support member 6 of the cone bit 4, it may be fixed by coming into contact with the cam surface 14A of the cam member 14. Further, the driving means for rotating the cam member 14 includes hydraulic cylinders 15, 15,
It may also be a combination of a hydraulic motor, an electric motor, and gears.
ケーシング2の内周面には螺旋翼21が形成さ
れており、先導管3の先端から取込んだ土砂や破
砕礫を後方へ送り、地上に排出するようになつて
いる。またこのケーシング2と先導管3とはその
接合面のフランジ2A,3Aがボルト22,22
…で締結されて接続されている。図において23
は、先導管3と埋設管1との間に介装されたロー
ラ群である。油圧シリンダ、油圧モータ使用の場
合の油圧配管24は、先導管3およびケーシング
2の外周面と埋設管1の内周面との間〓を利用し
て配置される。電動モータ使用の場合の給電線に
ついても同様に配線することができ、いずれもケ
ーシング2の後端から外部に導出されて図示しな
いピツト内で遠隔操作自在とされる。 A spiral blade 21 is formed on the inner circumferential surface of the casing 2, and the earth and sand and crushed gravel taken in from the tip of the leading pipe 3 are sent rearward and discharged to the ground. In addition, flanges 2A and 3A on the joint surfaces of the casing 2 and the leading pipe 3 are connected to bolts 22 and 22.
...is concluded and connected. In the figure 23
is a group of rollers interposed between the leading pipe 3 and the buried pipe 1. When a hydraulic cylinder or a hydraulic motor is used, the hydraulic piping 24 is placed between the outer peripheral surfaces of the leading pipe 3 and the casing 2 and the inner peripheral surface of the buried pipe 1. When an electric motor is used, power supply lines can be wired in the same manner, and both are led out from the rear end of the casing 2 and can be remotely operated in a pit (not shown).
つぎに上記実施例の作用を説明する。 Next, the operation of the above embodiment will be explained.
地中掘削時には、第2図の状態において従来と
同様にケーシング2を図示しない駆動装置により
回転させると、先導管3が一体に回転してこれと
共に第1、第2のコーンビツト4,5が公転す
る。 During underground excavation, when the casing 2 is rotated by a drive device (not shown) in the state shown in FIG. do.
これらコーンビツト4,5の公転により地中の
礫を破砕し、破砕された礫はケーシング2の押進
に伴つて先導管3の内部からケーシング2内に取
込まれ、その内周の螺旋翼21により後方へ運ば
れて地上に排出される。 The revolution of these cone bits 4 and 5 crushes the gravel in the ground, and the crushed gravel is taken into the casing 2 from the inside of the leading pipe 3 as the casing 2 is pushed forward, and the spiral blades 21 on the inner circumference of the cone bits 4 and 5 crush the gravel. It is carried backwards and ejected to the ground.
礫に接するコーンビツト4,5は、軸8,9を
中心に自転し、礫との接触部分が変化しつゝ礫を
破砕する。 The cone bits 4, 5 in contact with the gravel rotate about their axis 8, 9 and crush the gravel while changing the contact area with the gravel.
コーンビツト4,5が破損したり摩滅した場合
には、ケーシング2を引戻して交換を行なう。こ
の場合、予め油圧シリンダ15,15を作動して
カム部材14を所定角度回動させると、第1のコ
ーンビツト4の支持部材6の内端を押圧していた
凸状のカム部14Bが当該内端より外れるので、
ケーシング2を引戻すとコーンビツト4は埋設管
1の先端に当つて埋設管1内に引込まれ、その
まゝ後退させることができ、埋設管1の後端に至
つたとき支持部材6を環状部材12,13の角孔
16,17から引抜くことにより容易に抜き外す
ことができる。また第2のコーンビツト5は、抜
止めピン20を引抜くことにより同じく角孔から
抜外すことができる。こうして各コーンビツト
4,5を取外しての交換または修理を行なう。 If the cone bits 4, 5 are damaged or worn out, the casing 2 is pulled back and replaced. In this case, if the hydraulic cylinders 15, 15 are actuated in advance to rotate the cam member 14 by a predetermined angle, the convex cam portion 14B that was pressing the inner end of the support member 6 of the first cone bit 4 will move inside the corresponding inner end. Because it comes off from the edge,
When the casing 2 is pulled back, the cone bit 4 hits the tip of the buried pipe 1 and is drawn into the buried pipe 1, and can be retreated as it is, and when it reaches the rear end of the buried pipe 1, the support member 6 is attached to the annular member. It can be easily removed by pulling it out through the square holes 16 and 17 of 12 and 13. The second cone bit 5 can also be removed from the square hole by pulling out the retaining pin 20. In this way, each cone bit 4, 5 is removed and replaced or repaired.
新たなコーンビツトまたは修理済のコーンビツ
トを装着するには、第1のコーンビツト4につい
てはその支持部材6を環状部材12,13の角孔
16,17に挿入し、その内端をカム部材14の
カム面14Aに位置させておく、また第2のコー
ンビツト5は、その支持部材7を環状部材12,
13の角孔18,19に挿通し、抜止めピン20
を打つて抜止めしておく。 To install a new cone bit or a repaired cone bit, insert the supporting member 6 of the first cone bit 4 into the square holes 16, 17 of the annular members 12, 13, and insert the inner end into the cam of the cam member 14. The second cone bit 5, which is located on the surface 14A, has its support member 7 connected to the annular member 12,
13 into the square holes 18 and 19, and remove the retaining pin 20.
Hit it to prevent it from coming out.
こうしたのちケーシンク2を前進させ、コーン
ビツト4,5が埋設管1の先端から突出した位置
におかれたとき油圧シリンダ15,15を遠隔操
作により作動させ、カム部材14を所定角度回動
させることによりカム部材14のカム部14Bが
支持部材6の内端を押上げるので、支持部材6は
前記角孔16,17の内面に圧着されて強固に固
定されるとともに、コーンビツト4の基部が埋設
管1の外径とほゞ同一かそれより突出した位置に
おかれ、埋設管1の前進方向前方の礫を破砕し得
る態勢におかれる。 After this, the casing 2 is moved forward, and when the cone bits 4 and 5 are placed in a position protruding from the tip of the buried pipe 1, the hydraulic cylinders 15 and 15 are operated by remote control, and the cam member 14 is rotated by a predetermined angle. Since the cam portion 14B of the cam member 14 pushes up the inner end of the support member 6, the support member 6 is pressed against the inner surfaces of the square holes 16 and 17 and is firmly fixed, and the base of the cone bit 4 is pushed up against the buried pipe 1. It is placed at a position that is approximately the same as or protrudes from the outer diameter of the buried pipe 1, and is placed in a position where it can crush gravel in the forward direction of the buried pipe 1.
以上説明したように、本発明は、埋設管の内部
に挿通し得るケーシングの先導管の先端内部に該
先導管の前方位置の中心に軸心が向く複数の第1
のトリコンビツドと、軸心が外方を向く複数の第
2のコーンビツトとを環状に配設し、これら第
1、第2のコーンビツトが回転自在に装着される
支持部材を先導管の内周に固設された環状部材の
貫孔に可及的密に挿通し、この支持部材の内端を
先導管の内周にそつて流体シリンダ等の駆動手段
により回動可能とされた環状カム部材の内周面に
当接し、このカム部材を回動することによりカム
部材のカム部で支持部材の内端を先導管の中心方
向に加圧して固定するようにしたので、コーンビ
ツトが破損したり摩滅した場合、カム部材を回動
することによりコーンビツトを埋設管内に埋設し
得る状態に縮径可能となり、そのまゝケーシング
を引戻してコーンビツトの交換修理等の保守がで
き、しかもコーンビツトは環状部材の孔に挿込む
だけでよいので着脱操作が極めて容易であり、掘
削作業中での着脱操作に手間どることがない。ま
たコーンビツトは先導管の先端に環状配置されて
いるので、埋設管の進入部位の地盤および礫を破
砕し、先導管の中心部位はそのまゝ取込むことが
でき、掘削面積が従来の1/2〜1/3となつて効率よ
く掘削することができるなどの種々の効果があ
る。
As explained above, the present invention provides a plurality of first tubes whose axes face the center of the front position of the guide tube inside the tip of the guide tube of the casing that can be inserted into the interior of the buried pipe.
A tricomb bit and a plurality of second cone bits whose axes face outward are arranged in an annular manner, and a support member to which the first and second cone bits are rotatably attached is fixed to the inner periphery of the leading pipe. The inner end of the annular cam member is inserted into the through hole of the provided annular member as closely as possible, and the inner end of the support member is placed along the inner periphery of the guide pipe, and the inner end of the annular cam member is rotatable by a driving means such as a fluid cylinder. By contacting the peripheral surface and rotating this cam member, the cam part of the cam member presses the inner end of the support member toward the center of the leading pipe and fixes it, so the cone bit is not damaged or worn out. In this case, by rotating the cam member, the diameter of the cone bit can be reduced to a state where it can be buried in the buried pipe, and maintenance such as replacement or repair of the cone bit can be performed by pulling back the casing. It is extremely easy to attach and detach as it only needs to be inserted, and there is no need to worry about attaching or detaching during excavation work. In addition, since the cone bit is arranged in a ring at the tip of the lead pipe, it can crush the ground and gravel at the entry point of the buried pipe, and the central part of the lead pipe can be taken in as is, reducing the excavation area to 1/2 that of conventional methods. It has various effects such as being able to excavate more efficiently by reducing the amount by 2 to 1/3.
なお図示実施例では、第1、第2のコーンビツ
ト4,5を交互に各4個宛配設する場合について
示したが、第2のコーンビツト5を2つ置きに配
設してもよく、またその設置数についても図示実
施例に限られるものではなく、使用目的に応じ適
宜増減することができる。 In the illustrated embodiment, the first and second cone bits 4 and 5 are alternately arranged in four pieces each, but the second cone bits 5 may be arranged every second cone bit. The number of installations is not limited to the illustrated embodiment, and can be increased or decreased as appropriate depending on the purpose of use.
第1図は本発明の一実施例を示す要部の縦断斜
視図、第2図は同縦断側面図で、便宜上第1、第
2のコーンビツトを重ねて表示し、その位相関係
を示し、第3図は同第1、第2のコーンビツトの
配列状態を示す正面図、第4図は第2図−線
視相当断面図である。
1……埋設管、2……ケーシング、3……先導
管、4……第1のコーンビツト、5……第2のコ
ーンビツト、6,7……支持部材、12,13…
…環状部材、14……カム部材、14B……カム
部、15……油圧シリンダ、16,17,18,
19……角孔、20……抜止めピン。
FIG. 1 is a longitudinal sectional perspective view of the main part showing an embodiment of the present invention, and FIG. 2 is a longitudinal sectional side view of the same. FIG. 3 is a front view showing the arrangement of the first and second cone bits, and FIG. 4 is a sectional view corresponding to FIG. 2. DESCRIPTION OF SYMBOLS 1... Buried pipe, 2... Casing, 3... Leading pipe, 4... First cone bit, 5... Second cone bit, 6, 7... Support member, 12, 13...
...Annular member, 14...Cam member, 14B...Cam portion, 15...Hydraulic cylinder, 16, 17, 18,
19...square hole, 20...retention pin.
Claims (1)
管の先端内部に該先導管の前方位置の中心に軸心
が向く複数の第1のコーンビツドと、軸心が外方
を向く複数の第2のコーンビツトとを環状に配設
し、これら第1、第2のコーンビツトが回転自在
に装着される支持部材を先導管の内周に固設され
た環状部材の貫孔に可及的密に挿通し、この支持
部材の内端を先導管の内周にそつて流体シリンダ
等の駆動手段により回動可能とされた環状カム部
材の内周面に当接し、このカム部材を回動するこ
とによりカム部材のカム部で支持部材の内端を先
導管の中心方向に加圧して固定するようにしたこ
とを特徴とする地中掘削装置。 2 前記第1、第2のコーンビツトを交互に配設
したことを特徴とする特許請求の範囲第1項記載
の地中掘削装置。[Claims] 1. A plurality of first cone bits whose axes face the center of the forward position of the leading pipe inside the tip of a leading pipe of a casing that can be inserted into the inside of the buried pipe, and a plurality of first cone bits whose shaft centers face outward. A plurality of second cone bits facing each other are arranged in an annular shape, and a support member on which the first and second cone bits are rotatably mounted is inserted into a through hole of an annular member fixed to the inner periphery of the leading pipe. The inner end of this supporting member is inserted along the inner periphery of the leading pipe and is brought into contact with the inner circumferential surface of an annular cam member which is rotatable by a driving means such as a fluid cylinder. An underground excavation device characterized in that the inner end of the support member is pressurized and fixed in the center direction of the guide pipe by the cam portion of the cam member by rotation. 2. The underground excavation apparatus according to claim 1, wherein the first and second cone bits are arranged alternately.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26458185A JPS62125199A (en) | 1985-11-25 | 1985-11-25 | Ground drilling apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26458185A JPS62125199A (en) | 1985-11-25 | 1985-11-25 | Ground drilling apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62125199A JPS62125199A (en) | 1987-06-06 |
| JPH0357279B2 true JPH0357279B2 (en) | 1991-08-30 |
Family
ID=17405275
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP26458185A Granted JPS62125199A (en) | 1985-11-25 | 1985-11-25 | Ground drilling apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62125199A (en) |
-
1985
- 1985-11-25 JP JP26458185A patent/JPS62125199A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62125199A (en) | 1987-06-06 |
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