JPH0316955Y2 - - Google Patents

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Publication number
JPH0316955Y2
JPH0316955Y2 JP14935886U JP14935886U JPH0316955Y2 JP H0316955 Y2 JPH0316955 Y2 JP H0316955Y2 JP 14935886 U JP14935886 U JP 14935886U JP 14935886 U JP14935886 U JP 14935886U JP H0316955 Y2 JPH0316955 Y2 JP H0316955Y2
Authority
JP
Japan
Prior art keywords
pressurized fluid
fluid supply
supply channel
mixture
auger
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
JP14935886U
Other languages
Japanese (ja)
Other versions
JPS63112589U (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 JP14935886U priority Critical patent/JPH0316955Y2/ja
Publication of JPS63112589U publication Critical patent/JPS63112589U/ja
Application granted granted Critical
Publication of JPH0316955Y2 publication Critical patent/JPH0316955Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、下端で開口する加圧流体(ベントナ
イト溶液や高圧空気、セメントミルクなどであ
り、以下便宜上、必要に応じてベントナイト溶液
やセメントミルクと称する。)の供給流路を有し、
かつ、互いの加圧流体供給流路を連通させる状態
でアースオーガ軸の下端に連結されるオーガヘツ
ドに関するものである。
[Detailed description of the invention] [Field of industrial application] The present invention uses a pressurized fluid (bentonite solution, high pressure air, cement milk, etc.) that opens at the lower end.For convenience, bentonite solution, cement milk, etc. ) has a supply flow path,
The present invention also relates to an auger head that is connected to the lower end of the earth auger shaft in such a manner that the pressurized fluid supply passages communicate with each other.

〔従来の技術〕[Conventional technology]

アースオーガによる地中穴の掘削に際して、前
記アースオーガ軸の加圧流体供給流路の上端にベ
ントナイト供給管を接続して、前記加圧流体供給
流路にベントナイト溶液を導入し、該ベントナイ
ト溶液をアースオーガ軸の下端に連結されたオー
ガヘツドから吐出させる手段がとられている。
When excavating an underground hole with an earth auger, a bentonite supply pipe is connected to the upper end of the pressurized fluid supply channel of the earth auger shaft, a bentonite solution is introduced into the pressurized fluid supply channel, and the bentonite solution is Means is provided for discharging from an auger head connected to the lower end of the earth auger shaft.

かかるオーガヘツドの加圧流体供給流路におけ
る開口をヘツド下端に臨ませることで、掘削形成
された地中穴下端に存する混合物(掘削土とベン
トナイト溶液の混合した物)やオーガ下端の掘削
刃に付着の混合物を、高圧で供給されるベントナ
イト溶液で効果的に排除でき、而して、地中穴形
成後において、前記アースオーガ軸上端の前記ベ
ントナイト供給管に代えてセメントミルクの供給
管を切換え接続し、セメントミルクよりも比重の
小さいベントナイト溶液が充満している該地中穴
にセメントミルクを注入することにより、杭下端
に混合物の混在しない高強度の地中杭を製造する
ことができる。
By arranging the opening in the pressurized fluid supply channel of the auger head to face the lower end of the head, the mixture (mixture of excavated soil and bentonite solution) present at the lower end of the excavated underground hole and the excavation blade at the lower end of the auger can be prevented from adhering to the auger head. This mixture can be effectively removed with a bentonite solution supplied at high pressure, and after the underground hole is formed, a cement milk supply pipe can be switched and connected in place of the bentonite supply pipe at the upper end of the earth auger shaft. However, by injecting cement milk into the underground hole filled with bentonite solution having a specific gravity lower than that of cement milk, it is possible to manufacture a high-strength underground pile in which no mixture is mixed at the lower end of the pile.

ところで、アースオーガ軸の単体の長さは、現
行のもので6〜8m程度であり、例えば20mの地
中杭を製造するには、3〜4本のアースオーガ軸
が順次連結される。
By the way, the length of a single earth auger shaft is currently about 6 to 8 m, and for example, to manufacture a 20 m underground pile, three to four earth auger shafts are connected in sequence.

このとき、それまで掘削に供していたアースオ
ーガ軸からベントナイト供給管を取り外すと共
に、該アースオーガ軸に継ぎ足し用のアースオー
ガ軸を連結し、かつ、この連結したアースオーガ
軸に再びベントナイト供給管を接続し、そして、
ベントナイト供給管にベントナイト溶液を高圧で
供給すると共に、一体に連結されたアースオーガ
軸とオーガヘツドとを回転させる掘削手段がとら
れる。
At this time, the bentonite supply pipe is removed from the earth auger shaft that had been used for excavation until then, and a supplementary earth auger shaft is connected to the earth auger shaft, and the bentonite supply pipe is reconnected to the connected earth auger shaft. connect, and
Excavation means are used to supply bentonite solution at high pressure to the bentonite supply pipe and to rotate an earth auger shaft and auger head which are integrally connected.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

かかるアースオーガ軸の連結に際して、アース
オーガ軸からベントナイト供給管を取り外したと
きに、それまで掘削に供していたアースオーガ軸
の加圧流体供給流路の上端側が大気に開放され、
かつ、オーガヘツドの加圧流体供給流路の下端開
口には大なる土圧がかかつていることで、前記混
合物がオーガヘツドの加圧流体供給流路に噴き込
み、これが該加圧流体供給流路内で強固に固まつ
て栓になり、次にかなりの高圧でベントナイト供
給管からベントナイト溶液と注入しても、前記オ
ーガヘツド内で固まつた混合物を排除し切れず、
やむなく従来では、該オーガヘツドをアースオー
ガ軸と共に地上に引き抜いて、ベントナイト溶液
の高圧供給下においてオーガヘツドの加圧流体供
給流路の下端開口から前記詰まつた混合物を棒様
体で突き崩し、混合物を高圧のベントナイト溶液
によつて排除している。
When connecting the earth auger shaft, when the bentonite supply pipe is removed from the earth auger shaft, the upper end side of the pressurized fluid supply channel of the earth auger shaft that had been used for excavation is opened to the atmosphere.
In addition, because a large earth pressure is applied to the lower end opening of the pressurized fluid supply channel of the auger head, the mixture is injected into the pressurized fluid supply channel of the auger head, and this flows into the pressurized fluid supply channel. Then, even if bentonite solution was injected from the bentonite supply pipe under considerably high pressure, the solidified mixture in the auger head could not be completely removed.
Conventionally, the auger head was unavoidably pulled out to the ground together with the earth auger shaft, and the clogged mixture was broken up with a rod-like body from the lower end opening of the pressurized fluid supply channel of the auger head while bentonite solution was being supplied under high pressure. It is evacuated using a high-pressure bentonite solution.

この混合物の排除は、棒状体が前記詰まつた混
合物を貫通して、前記栓状の混合物に連通路が形
成された時点で、高圧のベントナイト溶液により
一瞬にして一挙に排除される。
This mixture is removed all at once by the high-pressure bentonite solution when the rod-shaped body penetrates the packed mixture and a communication path is formed in the plug-shaped mixture.

しかし、これにかかる手間と人手は多大であつ
て掘削能率の低下に繋がることから、本出願人
は、前記オーガヘツドの加圧流体供給流路の先端
開口部に、ベントナイト溶液の供給を許容する煽
り弁構造の一方弁を設けて、ベントナイト供給管
を取り外した状態において、該一方弁にかかる土
圧を基にして一方弁を閉じさせ、前記加圧流体供
給流路に前記混合物を逆流させないようにする技
術を試みたものである。
However, this requires a great deal of effort and manpower, and leads to a decrease in excavation efficiency. Therefore, the applicant has developed an agitation system that allows the supply of bentonite solution to the tip opening of the pressurized fluid supply channel of the auger head. A one-way valve having a valve structure is provided, and when the bentonite supply pipe is removed, the one-way valve is closed based on earth pressure applied to the one-way valve, so as to prevent the mixture from flowing back into the pressurized fluid supply channel. This is an attempt at a technique to do this.

しかしながら、前記ベントナイト溶液の供給に
よつて開弁下にある前記一方弁がオーガヘツドの
回転に伴う対地外力を受けて損傷し易く、前記ベ
ントナイト供給管を取り外してアースオーガ軸を
継ぎ足す際の前記混合物の逆流防止を確実に達成
し得ないものであつた。
However, the one-way valve, which is open due to the supply of the bentonite solution, is easily damaged by the external force from the ground caused by the rotation of the auger head, and when the bentonite supply pipe is removed and the earth auger shaft is added, the mixture It was not possible to reliably prevent backflow.

上記の事態は、地中穴形成後におけるセメント
ミルク注入時の供給管継ぎ足し(ベントナイト供
給管とセメントミルク供給管との接続変更)に際
しても生じるもので、混合物の逆流防止を完遂で
きる技術の提案が待たれている。
The above situation also occurs when adding a supply pipe (changing the connection between the bentonite supply pipe and the cement milk supply pipe) when pouring cement milk after forming an underground hole, and it is necessary to propose a technology that can completely prevent the backflow of the mixture. Waiting.

〔問題点を解決するための手段〕[Means for solving problems]

本考案は、上記の実情に鑑みて案出されたもの
であつて、従来の技術とは全く異なる新規な手段
によつて、前記加圧流体供給流路での混合物の詰
まり問題を解消させ得たオーガヘツドを提供せん
ものである。
The present invention has been devised in view of the above-mentioned circumstances, and can solve the problem of clogging of the mixture in the pressurized fluid supply channel by a new means that is completely different from conventional techniques. The auger head is not provided.

上記目的を達成するために本考案は、先端で開
口する加圧流体供給流路を有し、かつ、互いの加
圧流体供給流路を連通させる状態でアースオーガ
軸の下端に連結されるオーガヘツドにおいて、前
記加圧流体供給流路での流体の逆流を阻止する一
方弁を設けると共に、先端が加圧流体供給流路の
下端開口から突出する棒状体を前記一方弁の下流
側に連結した点に特徴を有する。
In order to achieve the above object, the present invention has an auger head that has a pressurized fluid supply channel that opens at the tip and is connected to the lower end of the earth auger shaft with the pressurized fluid supply channels communicating with each other. A one-way valve that prevents backflow of fluid in the pressurized fluid supply channel is provided, and a rod-shaped body whose tip protrudes from the lower end opening of the pressurized fluid supply channel is connected to the downstream side of the one-way valve. It has the following characteristics.

〔作用〕[Effect]

上記の特徴構成によれば、一方弁を加圧流体供
給流路の内部に設けたことで、該一方弁には、オ
ーガヘツドの回転に伴う対地外力が全くかから
ず、一方弁の機能を喪失するような事態を回避で
きる。
According to the characteristic configuration described above, by providing the one-way valve inside the pressurized fluid supply flow path, no external force to the ground due to the rotation of the auger head is applied to the one-way valve, and the function of the one-way valve is lost. You can avoid situations like this.

そして、アースオーガ軸あるいはセメントミル
クの切換え接続に際して、一方弁による逆止機能
が作用する直前に、切換えに混合物が逆流して詰
まつたとしても、該混合物を貫通してオーガヘツ
ドの先端から突出している状態の棒状体が、オー
ガヘツドの回転に伴つて不規則に動揺し、而し
て、詰まつた混合物にこれを貫通する状態の細孔
が形成され、かつ、該細孔をベントナイト溶液や
セメントミルクが高圧で流動することで、前記混
合物がベントナイト溶液やセメントミルクによつ
て排除される。
When connecting the ground auger shaft or cement milk, even if the mixture backflows into the switch and becomes clogged just before the one-way valve's check function is activated, it will not penetrate through the mixture and protrude from the tip of the auger head. As the auger head rotates, the rod-shaped body moves irregularly, forming pores penetrating the packed mixture and filling the pores with bentonite solution or cement. By flowing the milk under high pressure, the mixture is displaced by the bentonite solution and cement milk.

〔実施例〕〔Example〕

以下、本考案の実施例を図面に基づいて説明す
ると、第1図はアースオーガ軸1の下端にオーガ
ヘツド2を連結して成るアースオーガの下端を示
し、前記アースオーガ軸1は、加圧流体供給流路
3を有する軸体4の外周面部に、180度の位相で
2枚の螺旋体5,5を設けて成る。
Hereinafter, embodiments of the present invention will be described based on the drawings. FIG. 1 shows the lower end of an earth auger formed by connecting an auger head 2 to the lower end of an earth auger shaft 1. The earth auger shaft 1 is connected to a pressurized fluid Two helical bodies 5, 5 are provided on the outer peripheral surface of a shaft body 4 having a supply channel 3 with a phase of 180 degrees.

前記オーガヘツド2は、第2図にも示すよう
に、下端で開口する加圧流体供給流路6を有する
軸体7の外周面部に、180度の位相で2枚の螺旋
体8,8を設けて成り、かつ、前記螺旋体8,8
の夫々の下端には、前記軸体7の下端よりも下方
に突出する掘削刃体9,9が一体形成させてい
る。
As shown in FIG. 2, the auger head 2 has two helical bodies 8, 8 arranged at a phase of 180 degrees on the outer peripheral surface of a shaft body 7 having a pressurized fluid supply channel 6 that opens at the lower end. and the spiral bodies 8, 8
Excavation blade bodies 9, 9, which protrude below the lower end of the shaft body 7, are integrally formed at the lower ends of each of the shaft members.

そして、前記軸体7の下端面部には、第3図に
示すように、前記加圧流体供給流路6の下端開口
Aを閉塞することのない状態で、複数個の角棒状
の土圧カツト刃体10…が溶接され、かつ、前記
加圧流体供給流路6の上端側には、当該加圧流体
供給流路6での流体の逆流を抑止する一方弁Vが
内蔵されている。
As shown in FIG. 3, a plurality of rectangular bar-shaped earth pressure cuts are provided on the lower end surface of the shaft body 7 without blocking the lower end opening A of the pressurized fluid supply channel 6. The blade bodies 10 are welded together, and a one-way valve V for suppressing backflow of fluid in the pressurized fluid supply channel 6 is built into the upper end side of the pressurized fluid supply channel 6.

この一方弁Vは、次のように構成されている。
即ち、前記加圧流体供給流路6の上端部に大径孔
部分1を形成すると共に、該大径孔部分11の内
周面部に、周方向に間隔を隔てて流路形成用のリ
ブ状体12…を溶接し、かつ、該リブ状体12…
とは位相を異ならせしめてスプリング受け板体1
3を設けると共に、該スプリング受け板体13に
圧縮スプリング14を載せかけ、この圧縮スプリ
ング14上に球状弁体15を載置すると共に、該
球状弁体15に対する鋼製の弁座16を、前記ス
プリング14を撓み変形させた状態で前記軸体7
の上端部に溶接して成る。
This one-way valve V is constructed as follows.
That is, a large-diameter hole portion 1 is formed at the upper end of the pressurized fluid supply flow path 6, and rib-like portions for forming a flow path are formed on the inner peripheral surface of the large-diameter hole portion 11 at intervals in the circumferential direction. The bodies 12... are welded, and the rib-like bodies 12...
The spring receiving plate body 1 has a phase different from that of the spring receiving plate body 1.
3, a compression spring 14 is placed on the spring receiving plate 13, a spherical valve body 15 is placed on the compression spring 14, and a steel valve seat 16 for the spherical valve body 15 is placed on the spring receiving plate 13. With the spring 14 being bent and deformed, the shaft body 7
It is welded to the upper end of the.

そして、前記スプリング受け板体13に、板厚
方向で貫通する孔aを形成すると共に、ピアノ線
やバネ鋼棒などの弾性に富む材料から成る棒状体
17を、その先端を前記加圧流体供給流路6の下
端開口Aから突出(例えば30mm程度)させて係止
させてある。
Then, a hole a penetrating in the thickness direction is formed in the spring receiving plate 13, and a rod-shaped body 17 made of a highly elastic material such as a piano wire or a spring steel rod is connected to the tip thereof for supplying the pressurized fluid. It protrudes (for example, about 30 mm) from the lower end opening A of the flow path 6 and is locked therein.

尚、前記複数個の土圧カツト刃体10…のうち
の1本を加圧流体供給流路6の中心部に位置させ
てあり、而して、上記棒状体17の先端が加圧流
体供給流路6の軸芯に対して偏位している。
Note that one of the plurality of earth pressure cutting blades 10 is located at the center of the pressurized fluid supply channel 6, and the tip of the rod-shaped body 17 is connected to the pressurized fluid supply channel. It is offset from the axis of the flow path 6.

上記構成のオーガヘツド2を、互いの加圧流体
供給流路3,6を連通させる状態でパツキン18
を介して前記アースオーガ軸1の下端に連結し、
かつ、アースオーガ軸1の上端にベントナイト供
給管(図外)を接続して、前記オーガヘツド2の
下端開口Aからベントナイト溶液を高圧で吐出さ
せながらオーガヘツド2を回転させて、地中穴を
掘削形成するのであり、そして、深い地中穴を形
成する時には、掘削途中においてベントナイト供
給管を取り外し別のアースオーガ軸を継ぎ足すの
である。
The auger head 2 having the above configuration is attached to the gasket 18 with the pressurized fluid supply channels 3 and 6 communicating with each other.
connected to the lower end of the earth auger shaft 1 via
A bentonite supply pipe (not shown) is connected to the upper end of the earth auger shaft 1, and the auger head 2 is rotated while discharging bentonite solution at high pressure from the lower end opening A of the auger head 2, thereby excavating an underground hole. When forming a deep underground hole, the bentonite supply pipe is removed during excavation and another earth auger shaft is added.

このとき、アースオーガ軸1の加圧流体供給流
路6の上端が大気に開放され、かつ、オーガヘツ
ド2の下端下端開口Aには、高い土圧がかかつて
いるので、ベントナイト溶液と掘削土との混合物
が前記下端開口Aから加圧流体供給流路6内に噴
き込むことは、既述した通りである。ベントナイ
ト供給管に代えてセメントミルク供給管を接続す
る際も同じである。
At this time, the upper end of the pressurized fluid supply passage 6 of the earth auger shaft 1 is open to the atmosphere, and high earth pressure is applied to the lower end opening A of the auger head 2, so that the bentonite solution and the excavated soil As described above, the mixture is injected into the pressurized fluid supply channel 6 from the lower end opening A. The same applies when connecting the cement milk supply pipe instead of the bentonite supply pipe.

しかし、該加圧流体供給流路6の上端側に一方
弁Vを設けたことで、該加圧流体供給流路6内へ
の混合物の噴き込みを効果的に抑上できる。
However, by providing the one-way valve V on the upper end side of the pressurized fluid supply channel 6, injection of the mixture into the pressurized fluid supply channel 6 can be effectively suppressed.

あるいは、前記一方弁Vによる逆止の機能が時
間的に遅れて、前記加圧流体供給流路6内に混合
物が詰まつても、該加圧流体供給流路6に高圧の
ベントナイト溶液あるいはセメントミルクを供給
しながら地中穴内でオーガヘツド2を回転させ
て、該詰まつた混合物を貫通して前記下端開口A
から突出している棒状体17を不規則に動揺させ
ることにより、前記詰まつた混合物にこれを貫通
する状態の細孔を形成でき、かつ、この細孔を高
圧のベントナイト溶液あるいはセメントミルクが
流動することで、前記詰まつた混合物が簡単に排
除される。
Alternatively, even if the check function by the one-way valve V is delayed in time and the pressurized fluid supply channel 6 is clogged with a mixture, the pressurized fluid supply channel 6 is filled with a high-pressure bentonite solution or cement. The auger head 2 is rotated in the underground hole while supplying milk to penetrate the clogged mixture and open the lower end opening A.
By irregularly agitating the rod-shaped body 17 protruding from the base, pores can be formed through the packed mixture, and the high-pressure bentonite solution or cement milk flows through the pores. This allows the clogging mixture to be easily removed.

〔考案の効果〕[Effect of idea]

以上説明したように本考案は、先端で開口する
加圧流体供給流路を有し、かつ、互いの加圧流体
供給流路を連通させる状態でアースオーガ軸の下
端に連結されるオーガヘツドにおいて、前記加圧
流体供給流路での流体の逆流を阻止する一方弁を
設けると共に、先端が加圧流体供給流路の下端開
口から突出する棒状体を前記一方弁の下流側に連
結した点に特徴を有し、而して、加圧流体供給流
路内への混合物の逆流を一方弁によつて抑止でき
ると共に、万一加圧流体供給流路内に混合物が噴
き込んで固まつたとしても、地中穴内でオーガヘ
ツドを回転させて加圧流体供給下で前記棒状体を
動揺させることにより、混合物の詰まりを簡単に
解消でき、全体として、従来にない特異な技術に
よつて懸念される混合物の詰まり問題を解消でき
るに至つたのである。
As explained above, the present invention provides an auger head that has a pressurized fluid supply channel that opens at the tip and is connected to the lower end of the earth auger shaft with the pressurized fluid supply channels communicating with each other. A one-way valve that prevents backflow of fluid in the pressurized fluid supply channel is provided, and a rod-shaped body whose tip protrudes from the lower end opening of the pressurized fluid supply channel is connected to the downstream side of the one-way valve. Therefore, the one-way valve can prevent the mixture from flowing back into the pressurized fluid supply channel, and even if the mixture injects into the pressurized fluid supply channel and solidifies, By rotating the auger head in the underground hole and agitating the rod-like body under the supply of pressurized fluid, the clogging of the mixture can be easily cleared, and as a whole, the mixture of concerns can be solved by a unique technique that has never existed before. This made it possible to solve the clogging problem.

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

図面は本考案の実施例を示し、第1図はオーガ
ヘツドを縦断したアースオーガ下端部の側面図、
第2図はオーガヘツド2の縦断面図、第3図はオ
ーガヘツド2の開口側の端面図である。 1…アースオーガ軸、3,6…加圧流体供給流
路、17…棒状体、A…下端開口、V…一方弁。
The drawings show an embodiment of the present invention, and FIG. 1 is a side view of the lower end of the earth auger taken longitudinally through the auger head;
FIG. 2 is a longitudinal sectional view of the auger head 2, and FIG. 3 is an end view of the auger head 2 on the opening side. DESCRIPTION OF SYMBOLS 1... Earth auger shaft, 3, 6... Pressurized fluid supply channel, 17... Rod-shaped body, A... Lower end opening, V... One-way valve.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 先端で開口する加圧流体供給流路を有し、か
つ、互いの加圧流体供給流路を連通させる状態で
アースオーガ軸の下端に連結されるオーガヘツド
であつて、前記加圧流体供給流路での流体の逆流
を阻止する一方弁を設けると共に、先端が加圧流
体供給流路の下端開口から突出する棒状体を前記
一方弁の下流側に連結して成るオーガヘツド。
An auger head having a pressurized fluid supply channel that opens at its tip and connected to the lower end of an earth auger shaft in a state where the pressurized fluid supply channels communicate with each other, the pressurized fluid supply channel An auger head comprising a one-way valve that prevents backflow of fluid at the pressurized fluid supply channel, and a rod-shaped body whose tip protrudes from a lower end opening of a pressurized fluid supply channel and connected to the downstream side of the one-way valve.
JP14935886U 1986-09-29 1986-09-29 Expired JPH0316955Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14935886U JPH0316955Y2 (en) 1986-09-29 1986-09-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14935886U JPH0316955Y2 (en) 1986-09-29 1986-09-29

Publications (2)

Publication Number Publication Date
JPS63112589U JPS63112589U (en) 1988-07-20
JPH0316955Y2 true JPH0316955Y2 (en) 1991-04-10

Family

ID=31064488

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14935886U Expired JPH0316955Y2 (en) 1986-09-29 1986-09-29

Country Status (1)

Country Link
JP (1) JPH0316955Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0718665A (en) * 1993-06-29 1995-01-20 Kenchiyou Kobe:Kk Screw rod for underground boring machine

Also Published As

Publication number Publication date
JPS63112589U (en) 1988-07-20

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