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JPS6124509B2 - - Google Patents
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JPS6124509B2 - - Google Patents

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Publication number
JPS6124509B2
JPS6124509B2 JP57089446A JP8944682A JPS6124509B2 JP S6124509 B2 JPS6124509 B2 JP S6124509B2 JP 57089446 A JP57089446 A JP 57089446A JP 8944682 A JP8944682 A JP 8944682A JP S6124509 B2 JPS6124509 B2 JP S6124509B2
Authority
JP
Japan
Prior art keywords
shear
cutter
vertical
shaft
recovery device
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
JP57089446A
Other languages
Japanese (ja)
Other versions
JPS58207491A (en
Inventor
Juji Kano
Koji Nishimura
Hironori Goto
Masanaga Ootani
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.)
KANEMATSU ENJINIARINGU KK
TAIKU KIKAI KK
YONEI KENKI KK
Original Assignee
KANEMATSU ENJINIARINGU KK
TAIKU KIKAI KK
YONEI KENKI KK
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 KANEMATSU ENJINIARINGU KK, TAIKU KIKAI KK, YONEI KENKI KK filed Critical KANEMATSU ENJINIARINGU KK
Priority to JP8944682A priority Critical patent/JPS58207491A/en
Publication of JPS58207491A publication Critical patent/JPS58207491A/en
Publication of JPS6124509B2 publication Critical patent/JPS6124509B2/ja
Granted legal-status Critical Current

Links

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  • Earth Drilling (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 本発明は垂直掘進機を用いて送電用鉄塔の深礎
等、立坑を掘削する際の掘進工法および装置に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an excavation method and apparatus for excavating a vertical shaft, such as a deep foundation of a power transmission tower, using a vertical excavator.

従来、山岳地帯において送電用鉄塔の基礎とな
る立坑を掘削する場合には、作業員による多大の
労力を要し、しかも立坑内における作業員は落
石、酸欠等の危険にさらさられ作業能率も劣り、
また、バケツトの吊上げ、吊上げによる掘削土石
のずり出し作業は作業員の危険を伴なつた。然し
ながら山岳地帯においては水注入吸い上げ方式を
実施することは困難なので、特に山岳地帯におけ
る送電用鉄塔の深礎掘削能率の向上、殊に岩石を
破砕したずりを如何にして地上に搬出しながら連
続掘削、掘進するかについて種々検討を重ねた結
果、本発明をなすに至つた。
Traditionally, excavating shafts that serve as the foundations of power transmission towers in mountainous areas requires a great deal of labor by workers, and workers inside the shafts are exposed to dangers such as falling rocks and lack of oxygen, which reduces work efficiency. inferior,
In addition, the work of lifting the bucket and lifting the excavated soil and stones was accompanied by danger for the workers. However, it is difficult to implement the water injection and suction method in mountainous areas, so it is important to improve the efficiency of deep foundation excavation for power transmission towers in mountainous areas, especially how to carry out the shear that has crushed rock to the ground while continuously excavating. As a result of various studies on how to dig, the present invention was developed.

本発明は垂直掘進機を用いて連続掘削掘進し、
かつずりを連続して地上に搬出して立坑掘削を極
めて能率的になさしめるものであつて、本発明の
第1は地上に設定したバツクホウのブーム先端に
吊索条を介して取付けかつ立坑内に設定した垂直
掘進機の旋回アームを旋回動させ、この旋回アー
ムの先端のカツタによつて掘削しつつ逐次、垂直
掘進機を下降せしめて掘進させ、前記カツタ近く
に臨ませかつ下向きとして輸送管の下端吸込口を
旋回アームと一体的に動かしながら前記輸送管内
に起生させた高速空気流とともに前記カツタによ
り掘削したずりを地上に配置したずり分離回収装
置に送り込み、ずりと粉塵とを分離し、前記ずり
分離回収装置内のずりが所定量となつたとき下端
開口の開閉板を開きトラツク等に積載させながら
掘進するようにしたことを特徴とする立坑掘進工
法を提供するものであり、本発明の第2は地上に
設定したバツクホウのブーム先端に吊索条を介
し、先端にカツタを装着した旋回アームを旋回動
させ掘進する垂直掘進機を立坑内に設定し、前記
カツタ近くに臨ませ下向きとし、かつ旋回アーム
と一体的に動く下端吸込口を有する輸送管の上端
を取付け、かつずりと粉塵とを分離させ所定ずり
量時に下端開口の開閉板を開くずり分離回収装置
を地上に設定し、さらに前記ずり分離回収装置と
真空吸引排気装置とを導管により連結してなるこ
とを特徴とする立坑掘進装置を提供するものであ
る。
The present invention performs continuous excavation using a vertical excavator,
The first aspect of the present invention is to carry out shaft excavation extremely efficiently by continuously transporting the shaft to the ground. The revolving arm of the vertical excavator is set to swivel, and while excavating with the cutter at the tip of the revolving arm, the vertical excavator is successively lowered and excavated so that it faces near the cutter and faces downward into the transport pipe. While moving the lower end suction port integrally with the revolving arm, the shear excavated by the cutter is sent to the shear separation and recovery device located on the ground together with the high-speed air flow generated in the transport pipe, and the shear and dust are separated. The present invention provides a vertical shaft excavation method characterized in that when the shear in the shear separation and recovery device reaches a predetermined amount, an opening/closing plate at the bottom opening is opened and the tunnel is dug while being loaded on a truck or the like. The second aspect of the invention is a vertical excavator that excavates by rotating a swinging arm with a cutter attached to the tip of the boom of a backhoe set on the ground via a hanging cable, and is set in a shaft and placed close to the cutter. Attach the upper end of a transport pipe that faces downward and has a lower end suction port that moves integrally with the revolving arm, and install a shear separation and recovery device on the ground that separates shear and dust and opens the opening/closing plate of the lower end opening at a predetermined amount of shear. The present invention further provides a shaft excavation device characterized in that the shear separation and recovery device and the vacuum suction/exhaust device are connected through a conduit.

本発明を図面について説明する。 The invention will be explained with reference to the drawings.

垂直掘進機1は半径方向拡縮自在かつ拡開時、
立坑2の坑壁3に圧接し、反力支持自在なアウト
リガー4,4を有し、中央支持部5に旋回アーム
駆動、カツタ駆動および掘進用の駆動機構6を設
け、旋回アーム7の上端部7aを中央支持部5に
取付け、下方に延びる旋回アーム7の先端にカツ
タ8を装着してあり、坑壁3にアウトリガー4,
4を介し反力支持し、駆動機構6を作動してカツ
タ8を回動させ、上端部7aを回動支点として旋
回アーム7を旋回動させ、逐次、機体を下降せし
めて掘進し、一回の所定深きの掘削、掘進を終つ
た都度、アウトリガー4,4を収縮させ、機体を
下降させ、再びアウトリガー4,4により反力支
持したのち、掘削掘進するように形成してある。
The vertical excavator 1 can be expanded and contracted in the radial direction, and when expanded,
It has outriggers 4, 4 that are in pressure contact with the shaft wall 3 of the shaft 2 and can freely support reaction forces, and the central support part 5 is provided with a drive mechanism 6 for driving a swing arm, a cutter drive, and for digging, and an upper end of the swing arm 7. 7a is attached to the central support part 5, and a cutter 8 is attached to the tip of the swing arm 7 extending downward, and the outrigger 4,
4, actuate the drive mechanism 6 to rotate the cutter 8, rotate the swing arm 7 using the upper end 7a as a rotation fulcrum, and sequentially lower the machine body to dig once. Each time the excavation to a predetermined depth is completed, the outriggers 4, 4 are contracted, the machine body is lowered, and the outriggers 4, 4 support the reaction force again, and then the excavation continues.

次いで、前記垂直掘進機1に輸送管支持部材9
を取付ける。この輸送管支持部材9は上端部9a
を前記中央支持部5に取付け、下端部9bを前記
旋回アーム7の下部に取付けるとともに、輸送管
10の下端吸込口10aを旋回アーム7先端のカ
ツタ8近くに臨ませ下向きとしてあり、下端吸込
口10aは旋回アーム7と一体的に動き、常にカ
ツタ8の近くに臨む位置は変らない。
Next, the transport pipe support member 9 is attached to the vertical excavator 1.
Install. This transport pipe support member 9 has an upper end 9a
is attached to the central support part 5, and the lower end part 9b is attached to the lower part of the swing arm 7, and the lower end suction port 10a of the transport pipe 10 faces downward near the cutter 8 at the tip of the swing arm 7. 10a moves integrally with the rotating arm 7, and always remains in a position facing the cutter 8.

また、前記輸送管10は中央支持部5に下部を
保持させて立坑2内を上方に延在させ、地上に持
来させたのち上端10bをずり分離回収装置11
に取付けてあり、垂直掘進機1寄りの輸送管10
下部に二次空気取入口用弁12を設けてある。
Further, the transport pipe 10 is held at the lower part by the central support part 5 and extends upward in the shaft 2, and after being brought to the ground, the upper end 10b is sheared to the separating and collecting device 11.
It is attached to the transport pipe 10 near the vertical excavator 1.
A secondary air intake valve 12 is provided at the bottom.

前記垂直掘進機1は吊索条13を有する巻上
げ、巻解き機構14によつて吊設され、アウトリ
ガー4,4によつて掘削作動態勢を確保するよう
設定する。
The vertical excavator 1 is suspended by a hoisting and unwinding mechanism 14 having a hanging rope 13, and is set to ensure the excavating operation state by outriggers 4, 4.

前記ずり分離回収装置11は第2図に示すよう
に、地上に立設した架台15に傾斜筒状を呈する
受入体16を載設してあり、この受入体16の傾
斜底部16a上端に設けた導入口17に前記輸送
管10の上端10bを連結し、傾斜天部16bの
上端に設けた排出口18に導管19の一端を連結
してあり、導管19は途中分岐させ、分岐部19
a,19bの端部を対応する真空吸引排気装置2
0a,20bにそれぞれ連結させてある。
As shown in FIG. 2, the shear separation and recovery device 11 has a slanted cylindrical receiving body 16 mounted on a pedestal 15 erected on the ground. The upper end 10b of the transport pipe 10 is connected to the inlet 17, and one end of the conduit 19 is connected to the outlet 18 provided at the upper end of the inclined top part 16b.
Vacuum suction and exhaust device 2 corresponding to the ends of a and 19b
0a and 20b, respectively.

また、分離回収装置11の受入体16は傾斜上
端を端壁21により閉鎖端とし、傾斜下端をハツ
チ形の開閉板21により開閉自在な開口23とし
てあり、傾斜天部16bの下部に取付板24を固
設し、この取付板24の上部ブラケツト25に一
端を枢支する操作シリンダ26を設け、下部ブラ
ケツト27に支持する軸28を中間支点として揺
動可能に取付けた連結板29の上端を操作シリン
ダ26のロツド30端に枢着し、連結板29の下
端部を開閉板22の上部に固着してあり、操作シ
リンダ26を作動させ、ロツド30を伸縮動せし
めて連結板29を介して開閉板22を矢印(イ)方向
に揺動自在とし受入体19の傾斜下端の開口23
を開閉自在としてある。図中、31は作業操作
台、32は操作盤、33は満量計、34は負荷解
放弁、35は受入体16の開口23下部周縁に取
付けたシユート、36はサブシユート、37は鎖
錠機構である。
Further, the receiving body 16 of the separation and recovery device 11 has an inclined upper end as a closed end by an end wall 21, and an inclined lower end as an opening 23 which can be opened and closed by a hatch-shaped opening/closing plate 21. An operating cylinder 26 is provided, one end of which is pivotally supported on the upper bracket 25 of the mounting plate 24, and the upper end of the connecting plate 29, which is swingably mounted about a shaft 28 supported on the lower bracket 27 as an intermediate fulcrum, is operated. It is pivotally connected to the end of the rod 30 of the cylinder 26, and the lower end of the connecting plate 29 is fixed to the upper part of the opening/closing plate 22. When the operation cylinder 26 is actuated, the rod 30 is telescopically moved to open/close via the connecting plate 29. The plate 22 is swingable in the direction of the arrow (a), and an opening 23 is provided at the inclined lower end of the receiving body 19.
It can be opened and closed freely. In the figure, 31 is a work operation console, 32 is an operation panel, 33 is a fill gauge, 34 is a load release valve, 35 is a chute attached to the lower periphery of the opening 23 of the receiving body 16, 36 is a sub-chute, and 37 is a locking mechanism. It is.

前記真空吸引排気装置20a,20bはそれぞ
れエンジンユニツト38、燃料タンク39、真空
ポンプ40、排気ユニツト41を備える。
The vacuum suction and exhaust devices 20a and 20b each include an engine unit 38, a fuel tank 39, a vacuum pump 40, and an exhaust unit 41.

次に、本発明装置の設定過程を第3図について
説明する。
Next, the setting process of the apparatus of the present invention will be explained with reference to FIG.

ヘリコプタ(図示しない)等により山岳地帯の
作業現場に輸送されたバツクホウ42を利用し、
分解輸送された部品を組立て整備した垂直掘進機
1をバツクホウ42のブーム43先端に吊索条1
3を介して吊下させ、ブーム43を傾斜させなが
ら、初期掘削段階では地上に設定した案内杆(図
示しない)を介してアウトリガー4,4を案内さ
せ、旋回アーム7を作動させてカツタ8により掘
削し、所要掘削深さに達したのちはバツクホウ4
2に備える巻上げ巻解き機構14のウインチ44
を操作して垂直掘進機1を間歇的に下降させ、旋
回アーム7先端のカツタ8により掘削し、輸送管
10を介して掘削したずりを地上に移送させ、ず
り分離回収装置11に収容するよう設定する。
Using a backhoe 42 transported to a work site in a mountainous area by a helicopter (not shown) or the like,
The vertical excavator 1, which has been assembled and maintained from disassembled and transported parts, is attached to the tip of the boom 43 of the backhoe 42.
3, and while the boom 43 is tilted, the outriggers 4, 4 are guided through a guide rod (not shown) set on the ground in the initial excavation stage, and the swing arm 7 is actuated so that the cutter 8 After excavating and reaching the required excavation depth, backhoe 4
Winch 44 of the winding and unwinding mechanism 14 provided for 2
is operated to lower the vertical excavator 1 intermittently, excavate with the cutter 8 at the tip of the rotating arm 7, and transport the excavated shear to the ground via the transport pipe 10, and store it in the shear separation and recovery device 11. Set.

前記のように設定した本発明装置による立坑掘
進工法は次のようにしてなされる。
The vertical shaft excavation method using the apparatus of the present invention set as described above is carried out as follows.

第1図において、駆動機構6を作動して旋回ア
ーム7を旋回動させ、カツタ8により坑底部分を
掘削させ、真空吸引排気装置20a,20bを作
動させ、二次空気取入口用弁12を開いて二次空
気を取入れ輸送管10内に高速空気流を起生させ
ると、カツタ8近くにおいて掘削されたずりは下
端吸込口10aより急速に輸送管10内に吸い込
まれ、高速空気流とともに輸送管10内を上昇
し、上端10bより受入体16の導入口17を経
て、ずり分離回収装置11の受入体16内に送り
込まれる。
In FIG. 1, the drive mechanism 6 is operated to swing the swing arm 7, the cutter 8 excavates the bottom of the hole, the vacuum suction and exhaust devices 20a and 20b are operated, and the secondary air intake valve 12 is opened. When it is opened to take in secondary air and generate a high-speed airflow inside the transport pipe 10, the excavated shear near the cutter 8 is rapidly sucked into the transport pipe 10 through the lower end suction port 10a and is transported along with the high-speed airflow. The material rises inside the tube 10, passes through the inlet 17 of the receiving body 16 from the upper end 10b, and is sent into the receiving body 16 of the shear separation and recovery device 11.

このようにして受入体16内に収容されたずり
が増量し、仮想線ロで示す位置に上面が達すると
満量計33により満量状態が報知され、操作シリ
ンダ26を作動し、ロツド30を短縮させて支軸
28を中心に開閉板22を回動させ開かせる。
In this way, the amount of shear accommodated in the receiving body 16 increases, and when the top surface reaches the position shown by the imaginary line B, the full state is notified by the full capacity gauge 33, and the operation cylinder 26 is actuated to move the rod 30. It is shortened and the opening/closing plate 22 is rotated around the support shaft 28 to open it.

予め、トラツク等運搬車(ハ)を受入体16の下端
開口23に臨んで待機させておき、開閉板22を
開き、シユート35から落下するずりを運搬車(ハ)
に積載させる。
In advance, a transport vehicle (c) such as a truck is placed on standby facing the lower end opening 23 of the receiving body 16, and the opening/closing plate 22 is opened to remove the shear falling from the chute 35 from the transport vehicle (c).
to be loaded.

開閉板22により下端開口23を閉止して受入
体16内にずりを送り込んでいるときは受入体1
6内上部の排出口18に一端を連結した導管19
を介して粉塵を含む空気は絶えず真空吸引排気装
置20a,20bに吸引される。坑底掘削時にお
いてずりとともに水を吸い込むと輸送管10の高
速空気流とともに移動するずりの浮遊移送状態を
水によりさらに良好とし、かつ摩擦抵抗を減ず
る。
When the lower end opening 23 is closed by the opening/closing plate 22 and the shear is being fed into the receiving body 16, the receiving body 1
A conduit 19 whose one end is connected to the discharge port 18 at the upper part of 6
Air containing dust is constantly drawn into the vacuum suction/exhaust devices 20a and 20b. When water is sucked together with shear during bottom-hole excavation, the water improves the floating state of the shear moving with the high-speed air flow of the transport pipe 10, and reduces frictional resistance.

二次空気取入口用弁12、負荷解放弁34、操
作シリンダ26、開閉板22の鎖錠機構37操
作、垂直掘進機1の作動、ウインチ44の巻解き
による垂直掘進機1の掘進等のすべての操作は操
作盤32による指令によつてなされる。
All operations such as secondary air intake valve 12, load release valve 34, operation cylinder 26, locking mechanism 37 operation of opening/closing plate 22, operation of vertical excavator 1, and excavation of vertical excavator 1 by unwinding winch 44, etc. The operation is performed by commands from the operation panel 32.

なお、真空吸引排気装置20a,20bには粉
塵除去機構、水分離機構等を具える。
The vacuum suction and exhaust devices 20a and 20b are equipped with a dust removal mechanism, a water separation mechanism, and the like.

本発明は垂直掘進機を用い輸送管を経てずりを
連続的にずり分離回収装置に移送しながら掘削、
掘進することができるとともに、遠隔操作による
作業によつて深礎掘削能率を格段に向上せしめる
等の優れた効果を発揮する。
The present invention uses a vertical excavator to excavate while continuously transporting shear to a shear separation and recovery device via a transport pipe.
In addition to being able to perform excavation work by remote control, it has excellent effects such as dramatically improving the efficiency of deep foundation excavation.

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

第1図は本発明装置の概要を示す説明図、第2
図は同、ずり分離回収装置の要部切欠側面図、第
3図は同、垂直掘進機の設定状態説明図である。 1……垂直掘進機、2……立坑、3……坑壁、
4……アウトリガー、5……中央支持部、6……
駆動機構、7……旋回アーム、8……カツタ、9
……輸送管支持部材、10……輸送管、11……
ずり分離回収装置、12……二次空気取入口用
弁、13……吊索条、14……巻上げ・巻解き機
構、16……受入体、17……導入口、18……
排出口、19……導管、20a,20b……真空
吸引排気装置、22……開閉板、23……開口、
26……操作シリンダ、29……連結板、35…
…シユート、42……バツクホウ、43……ブー
ム、44……ウインチ。
Figure 1 is an explanatory diagram showing the outline of the device of the present invention, Figure 2
The figure is a cutaway side view of essential parts of the shear separation and recovery device, and FIG. 3 is an explanatory diagram of the setting state of the vertical excavator. 1... Vertical tunneling machine, 2... Vertical shaft, 3... Pit wall,
4...Outrigger, 5...Central support section, 6...
Drive mechanism, 7...Swivel arm, 8...Katsuta, 9
...Transport pipe support member, 10...Transport pipe, 11...
Shear separation and recovery device, 12... Secondary air intake valve, 13... Hanging rope, 14... Winding/unwinding mechanism, 16... Receiving body, 17... Inlet, 18...
Discharge port, 19... conduit, 20a, 20b... vacuum suction exhaust device, 22... opening/closing plate, 23... opening,
26... Operating cylinder, 29... Connection plate, 35...
...Shoot, 42...Buckhoe, 43...Boom, 44...Winch.

Claims (1)

【特許請求の範囲】 1 地上に設定したバツクホウのブーム先端に吊
索条を介して取付けかつ立坑内に設定した垂直掘
進機の旋回アームを旋回動させ、この旋回アーム
の先端のカツタによつて掘削しつつ逐次、垂直掘
進機を下降せしめ掘進させ、前記カツタ近くに臨
ませかつ下向きとした輸送管の下端吸込口を旋回
アームと一体に動かしながら前記輸送管内に起生
させた高速空気流とともに前記カツタにより掘削
したずりを地上に配置したりずり分離回収装置に
送り込み、ずりと粉塵とを分離し、前記ずり分離
回収装置内のずりが所定量となつたとき下端開口
の開閉板を開きトラツク等に積載させながら掘進
するようにしたことを特徴とする立坑掘進工法。 2 地上に設定したバツクホウのブーム先端の吊
索条を介し、先端にカツタを装着した旋回アーム
を旋回動させ掘進する垂直掘進機を立坑内に設定
し、前記カツタ近くに臨ませ下向きとし、かつ旋
回アームと一体的に動く下端吸込口を有する輸送
管の上端を取付け、かつずりと粉塵とを分離させ
所定ずり量時に下端開口の開閉板を開くずり分離
回収装置を地上に設定し、さらに前記ずり分離回
収装置と真空吸引排気装置とを導管により連結し
てなることを特徴とする立坑掘進装置。
[Scope of Claims] 1. A swing arm of a vertical excavator attached to the tip of a boom of a backhoe set on the ground via a hanging rope and set in a shaft is rotated, and a cutter at the tip of the swing arm is used to While excavating, the vertical excavator is gradually lowered and excavated, and the lower end suction port of the transport pipe, which faces near the cutter and faces downward, is moved together with the swing arm, and a high-speed air flow is generated inside the transport pipe. The shear excavated by the cutter is placed on the ground and sent to a shear separation and recovery device, where the shear and dust are separated, and when the shear in the shear separation and recovery device reaches a predetermined amount, an opening/closing plate at the lower end opening is opened and the truck is opened. A vertical shaft excavation method characterized by excavating while loading a shaft. 2. A vertical excavation machine that excavates by rotating a swinging arm with a cutter attached to the tip via a suspension line at the tip of the boom of a backhoe set on the ground, is set in the shaft, facing near the cutter, facing downward, and Attaching the upper end of the transport pipe having a lower end suction port that moves integrally with the revolving arm, and setting a shear separation and recovery device on the ground that separates shear and dust and opens an opening/closing plate at the lower end opening when a predetermined amount of shear occurs; A vertical shaft excavation device characterized in that a shear separation and recovery device and a vacuum suction/exhaust device are connected through a conduit.
JP8944682A 1982-05-26 1982-05-26 Shaft bit drilling method and apparatus Granted JPS58207491A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8944682A JPS58207491A (en) 1982-05-26 1982-05-26 Shaft bit drilling method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8944682A JPS58207491A (en) 1982-05-26 1982-05-26 Shaft bit drilling method and apparatus

Publications (2)

Publication Number Publication Date
JPS58207491A JPS58207491A (en) 1983-12-02
JPS6124509B2 true JPS6124509B2 (en) 1986-06-11

Family

ID=13970903

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8944682A Granted JPS58207491A (en) 1982-05-26 1982-05-26 Shaft bit drilling method and apparatus

Country Status (1)

Country Link
JP (1) JPS58207491A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61151322A (en) * 1984-12-26 1986-07-10 Zenitakagumi:Kk Excavating and discharging device

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS569524B2 (en) * 1972-04-28 1981-03-02
JPS564714B2 (en) * 1973-04-21 1981-01-31
JPS5620437B2 (en) * 1973-04-21 1981-05-13
CH616554B (en) * 1978-07-11 Ebauches Electroniques Sa ELECTRONIC WATCH WITH STEP MOTOR EQUIPPED WITH AN ALARM SYSTEM.
JPS5531840U (en) * 1978-08-21 1980-02-29
JPS6041198B2 (en) * 1979-03-20 1985-09-14 住金鋼材工業株式会社 vertical hole drilling machine

Also Published As

Publication number Publication date
JPS58207491A (en) 1983-12-02

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