JPH0415042B2 - - Google Patents
Info
- Publication number
- JPH0415042B2 JPH0415042B2 JP60007760A JP776085A JPH0415042B2 JP H0415042 B2 JPH0415042 B2 JP H0415042B2 JP 60007760 A JP60007760 A JP 60007760A JP 776085 A JP776085 A JP 776085A JP H0415042 B2 JPH0415042 B2 JP H0415042B2
- Authority
- JP
- Japan
- Prior art keywords
- main body
- pipe
- small
- drilling
- diameter
- 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
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L41/00—Branching pipes; Joining pipes to walls
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Drilling And Boring (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は小口径埋設管における穿設・管接続装
置、特に押進埋設工法により埋設されたヒユーム
管、鋼管、塩化ビニール管等の小口径管に開掘作
業を可及的に用いずに管接続を行うことを可能に
する装置に関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a drilling/pipe connection device for small-diameter buried pipes, particularly for small-diameter pipes such as hume pipes, steel pipes, and vinyl chloride pipes buried by the push-in method. The present invention relates to a device that makes it possible to connect pipes without using excavation work as much as possible.
[従来の技術とその問題点]
この種の小口径埋設管に各家庭に連がる枝管を
接続するには地表を開掘して他の埋設物の邪魔に
ならない位置に小口径埋設管を外方から穿設し、
この穿設部に枝管を外方より接続していた。この
ため地表を開掘する作業を必要とし都市における
施工に不都合な面を有していた。[Conventional technology and its problems] In order to connect branch pipes connected to each home to this type of small-diameter buried pipe, it is necessary to excavate the ground surface and install the small-diameter buried pipe in a position where it will not interfere with other buried objects. Piercing from the outside,
A branch pipe was connected to this hole from the outside. For this reason, it required work to excavate the ground surface, which was inconvenient for construction in urban areas.
これに対し、例えば実開昭57−95739号公報の
ように、埋設管内部に回転駆動機構と送り機構と
を備えたカツターを保持する機枠を固定具を介し
て設置することにより、地表を開掘することなく
所望する位置に埋設管の内周側から穿設作業を行
うことの可能な穿孔機が開示されている。 On the other hand, as in Japanese Utility Model Application Publication No. 57-95739, for example, by installing a machine frame that holds a cutter equipped with a rotational drive mechanism and a feed mechanism inside the buried pipe via a fixture, it is possible to cut the ground surface. A drilling machine is disclosed that can perform drilling work from the inner peripheral side of a buried pipe at a desired position without digging.
しかし、こうした従来の穿孔機は、穿設作業を
行つた後に一旦機枠を別の場所に移動させ、その
後管の接続を行わなければならないという煩わし
さを生じ、さらにこの移動の際には、いちいち固
定具の取付け及び取外しを繰り返しながら、別の
駆動装置等により外部から力を加えて穿孔機を動
かさなければならないため、作業工数の増加を招
き効率が著しく低下するという欠点を有してい
た。 However, these conventional drilling machines have the trouble of having to move the machine frame to another location after drilling, and then connect the pipes. This method had the drawback of increasing the number of man-hours and significantly reducing efficiency because the drilling machine had to be moved by applying external force using a separate drive device while repeatedly attaching and detaching the fixings. .
[発明の目的]
本発明の目的とするところは、押進埋設工法に
より地表を開掘せずに埋設された小口径管に効率
良くかつ簡単に管接続を行うことが可能な小口径
埋設管における穿設・管接続装置を提供して上記
問題を解消することにある。[Objective of the Invention] The object of the present invention is to provide a small-diameter underground pipe that can be efficiently and easily connected to a small-diameter pipe buried without excavating the ground surface using the push-in burial method. The object of the present invention is to provide a drilling and pipe connecting device to solve the above problems.
[発明の概要]
本発明は小口径埋設管内に挿入され穿設装置と
管接続装置とを備えた本体と、必要に応じ前記本
体を周方向に回転する回転装置と、前記本体の自
走装置とからなり、前記穿設装置と前記管接続装
置との間隔が前記本体の自走移動のピツチの整数
倍になるように配設したものである。[Summary of the Invention] The present invention comprises a main body that is inserted into a small-diameter buried pipe and includes a drilling device and a pipe connecting device, a rotating device that rotates the main body in a circumferential direction as necessary, and a self-propelled device for the main body. The distance between the drilling device and the pipe connecting device is an integral multiple of the pitch of self-propelled movement of the main body.
[実施例]
小口径埋設管1内に挿入され穿孔装置Aと管接
続装置Bとを備えた本体2と、必要に応じ前記本
体2を周方向に回転する回転装置Cと前記本体2
の自走移動装置Dからなるものであり、さらに詳
細には第1図のように小口径埋設管1内に挿入可
能な径を有する管状本体2にドリルカツター3を
回転しながら昇降する穿設装置Aと管接続用スリ
ーブ4を配設した受具5を昇降する管接続装置B
を並設し、前記本体2の両側に小口径埋設管1の
内壁に対するロツク装置6,6′を軸受7を介し
周方向遊転自在にそれぞれ設け、前記本体2と一
方のロツク装置6との間に伸縮装置8を介装して
自走移動装置Dを形成し、前記本体2と一方のロ
ツク装置6との間に管1の周方向回転装置Cを介
装してなり、第2図Aのように小口径埋設管1に
おいて一方のロツク装置6をロツクし他方のロツ
ク装置6′を解除した後、伸縮装置8を所定寸法
伸長させ、次いで逆にロツク装置6′をロツクし
ロツク装置6を解除して前記と同寸法縮小すると
いう動作を反復して所定箇所まで本体2を定間隔
毎自走移動する。次いで第2図Bのように双方ロ
ツク装置6,6′をロツクするとともに周方向回
転装置Cを作動して他の埋設物に支障の無い方向
にドリルカツター3が向うように本体2を第3図
A,Bのように回動する。穿孔装置Aを動作して
ドリルカツター3を回転しながら上昇して埋設管
1を内方から穿孔する。さらに、第2図Cのよう
にドリルカツター3を復帰するとともに前記穿孔
部9箇所に前記管接続装置Bが合うように前記と
同様に本体2を自走移動する。その後、第2図
D,Eのように穿孔部9に対する地表に径小の孔
10を掘削し枝管11をその孔10に挿入すると
ともに管接続装置Bを動作して受具5を上昇する
ことによりスリーブ4を埋設管1の穿孔部9に嵌
装し同時にスリーブ4内に枝管11圧入して枝管
11を埋設管1に接続する。[Example] A main body 2 inserted into a small-diameter buried pipe 1 and equipped with a punching device A and a pipe connecting device B, a rotating device C that rotates the main body 2 in the circumferential direction as necessary, and the main body 2
More specifically, as shown in FIG. 1, it is a drilling device that moves up and down a tubular body 2 having a diameter that can be inserted into a small-diameter buried pipe 1 while rotating a drill cutter 3. Pipe connection device B that lifts and lowers A and a receiver 5 equipped with a pipe connection sleeve 4
are arranged in parallel, and locking devices 6 and 6' for the inner wall of the small-diameter buried pipe 1 are provided on both sides of the main body 2 so as to be freely rotatable in the circumferential direction via bearings 7, A telescopic device 8 is interposed between them to form a self-propelled moving device D, and a circumferential rotation device C for the tube 1 is interposed between the main body 2 and one locking device 6, as shown in FIG. As shown in A, after locking one locking device 6 and releasing the other locking device 6' in the small-diameter buried pipe 1, extend the telescopic device 8 by a predetermined amount, and then conversely lock the locking device 6' and release the locking device. The main body 2 is moved by itself at regular intervals to a predetermined location by repeating the operation of canceling 6 and reducing the same size as described above. Next, as shown in FIG. 2B, both locking devices 6 and 6' are locked, and the circumferential rotation device C is activated to move the main body 2 so that the drill cutter 3 faces in a direction that will not interfere with other buried objects. It rotates like A and B. The drilling device A is operated and the drill cutter 3 is rotated and raised to drill into the buried pipe 1 from the inside. Furthermore, the drill cutter 3 is returned to its original position as shown in FIG. Thereafter, as shown in FIG. 2D and E, a small diameter hole 10 is drilled on the ground surface for the perforated portion 9, and the branch pipe 11 is inserted into the hole 10, and the pipe connecting device B is operated to raise the receiver 5. By doing this, the sleeve 4 is fitted into the perforation 9 of the buried pipe 1, and at the same time, the branch pipe 11 is press-fitted into the sleeve 4 to connect the branch pipe 11 to the buried pipe 1.
管接続装置Bは埋設管1、枝管11がヒユーム
管の場合にはスリーブ4の挿着を行うものとし、
鋼管の場合には溶接を行うものとするとともに塩
化ビニール管の場合には第9図A,Bのように高
周波又は超音波により熱塑性加工してもよい。1
2は本体2の周方向回転角を測定するエンコーダ
である。穿設装置Aと管接続装置Bとの間隔は本
体2の自走移動のピツチの整数倍に設定されてい
る。 The pipe connecting device B is used to insert the sleeve 4 when the buried pipe 1 and the branch pipe 11 are Huum pipes.
In the case of steel pipes, welding is performed, and in the case of vinyl chloride pipes, thermoplastic processing may be performed using high frequency or ultrasonic waves as shown in FIGS. 9A and 9B. 1
2 is an encoder that measures the rotation angle of the main body 2 in the circumferential direction. The distance between the drilling device A and the pipe connecting device B is set to be an integral multiple of the pitch of self-propelled movement of the main body 2.
穿設装置Aは前記本体2に複数の油圧シリンダ
ー13により受台14を昇降自在に設け、前記受
台14に軸受15を介してドリルカツター3を装
着したカツター軸管16を軸支し、そのカツター
軸管16の中心にスプライン16aを介して回転
軸16bを長さ方向遊動自在に設け、その回転軸
16bにギア17を介して油圧モータ18を連結
してなり、油圧モータ18の回転がギア17から
回転軸16bに伝わり、さらにスプライン16a
を介してカツター軸管16に伝わつてドリルカツ
ター3を回転するとともに、油圧シリンダー13
の作動によりピストン13aに連結した受台14
が上昇し、受台14と一体にカツター軸管16と
ドリルカツター3が上昇して小口径埋設管1に内
方から穿孔する。その場合スプライン16aによ
りドリルカツター3の回転は円滑に行われる。 The drilling device A has a pedestal 14 movable up and down on the main body 2 by a plurality of hydraulic cylinders 13, and a cutter shaft tube 16 on which a drill cutter 3 is attached is pivotally supported on the pedestal 14 via a bearing 15. A rotating shaft 16b is provided at the center of the shaft tube 16 via a spline 16a so as to be freely movable in the longitudinal direction, and a hydraulic motor 18 is connected to the rotating shaft 16b via a gear 17. It is transmitted from the rotating shaft 16b to the spline 16a.
The hydraulic cylinder 13 rotates the drill cutter 3 through the cutter shaft tube 16.
The pedestal 14 connected to the piston 13a by the operation of
moves up, and the cutter shaft tube 16 and drill cutter 3 rise together with the pedestal 14 to drill into the small diameter buried pipe 1 from the inside. In this case, the spline 16a allows the drill cutter 3 to rotate smoothly.
管接続装置Bは前記本体2に油圧シリンダー1
9を設け、そのピストン19aにセンター合わせ
用スプリングバネ20を介して段部21を有する
受具22を設け、この受具22の段部21にスリ
ーブ4を載置し、油圧シリンダー19の作動によ
りピストン19aが上昇することにより受具22
によつてスリーブ4は小口径埋設管1の穿孔部9
に装着される。 The pipe connecting device B connects the hydraulic cylinder 1 to the main body 2.
9, a receiver 22 having a step 21 is provided on the piston 19a via a centering spring spring 20, and the sleeve 4 is placed on the step 21 of the receiver 22. As the piston 19a rises, the receiver 22
Accordingly, the sleeve 4 is connected to the perforation 9 of the small-diameter buried pipe 1.
will be installed on the
本体周方向回転装置Cは本体2側に油圧モータ
23を固定するとともに一方のロツク装置6の管
部24に内歯ギア25を設け、この内歯ギア25
に前記油圧モータ23の駆動ギア26を噛合して
なり、今、ロツク装置6,6′を本体2にロツク
した状態で油圧モータ23を作動することにより
ギア25,26を介して本体2は周方向に回転す
る。 The main body circumferential rotation device C has a hydraulic motor 23 fixed to the main body 2 side, and an internal gear 25 is provided in the pipe portion 24 of one locking device 6.
The drive gear 26 of the hydraulic motor 23 is engaged with the drive gear 26 of the hydraulic motor 23, and by operating the hydraulic motor 23 with the locking devices 6 and 6' locked to the main body 2, the main body 2 is rotated through the gears 25 and 26. Rotate in the direction.
自走移動装置Dはロツク装置6,6′と伸縮装
置8とからなり、ロツク装置6,6′は管部24
の周縁に複数のガイドローラ32を配設し、油圧
シリンダー27の作動によりカム28を本体2の
長さ方向に移動自在となし、そのカム28には複
数のカム溝28aが形成され、そのカム溝28a
にはロツク爪29のピン30が挿通され、油圧シ
リンダー32の作動によりカム28が移動すると
カム溝28aに案内されてピン30を介しロツク
爪29が出没し小口径埋設管1の内壁面に押圧あ
るいは解除する。伸縮装置8は油圧シリンダー3
1を一方のロツク装置6の管部24に設け、ピス
トン31aを本体2側に連結してなり、一方のロ
ツク装置6のロツク爪29を埋設管1の内壁に押
圧したロツク状態で油圧シリンダー31を作動す
ることにより本体2は他のロツク装置6′側のガ
イドローラ27を介して伸長する。 The self-propelled moving device D consists of lock devices 6, 6' and a telescopic device 8, and the lock devices 6, 6' are connected to the pipe section 24.
A plurality of guide rollers 32 are disposed around the periphery of the main body 2, and a cam 28 is movable in the length direction of the main body 2 by the operation of a hydraulic cylinder 27. A plurality of cam grooves 28a are formed in the cam 28, Groove 28a
The pin 30 of the lock pawl 29 is inserted through the cam 28 , and when the cam 28 moves due to the operation of the hydraulic cylinder 32 , the lock pawl 29 comes out and comes out through the pin 30 guided by the cam groove 28 a and presses against the inner wall surface of the small diameter buried pipe 1 . Or cancel it. The expansion and contraction device 8 is the hydraulic cylinder 3
1 is installed in the pipe portion 24 of one of the locking devices 6, and the piston 31a is connected to the main body 2 side, and the hydraulic cylinder 31 is in the locked state when the lock claw 29 of the one locking device 6 is pressed against the inner wall of the buried pipe 1. By activating this, the main body 2 is extended via the guide roller 27 on the side of the other locking device 6'.
しかして、小口径埋設管1内において油圧シリ
ンダー32の作動によりロツク爪29を伸出して
一方のロツク装置6をロツクしロツク爪29の後
退により他方のロツク装置6′を解除した後、伸
縮装置8の油圧シリンダー31を動作してロツク
装置6′のガイドローラ27を介して本体2を1
ピツチ移動し、次いで逆にロツク装置6′をロツ
クしロツク装置6を解除するとともに油圧シリン
ダー31のピストン31aを縮小しロツク装置6
側のガイドローラ27を介してピツチ分縮小し、
この動作を反復して所定箇所まで本体2を定ピツ
チで間歇的に自走移動する。次いで双方ロツク装
置6,6′をロツク状態にするとともに、油圧モ
ータ23の動作によりギア25,26を介して本
体2を回動し、その後油圧シリンダー13および
油圧モータ18を作動してドリルカツター3を回
転しながら昇降して小口径埋設管1を内方から穿
設する。次いで前記と同様に自走移動して前記穿
孔部9箇所に前記スリーブ4を載置した受具22
が合うようになして油圧シリンダー19の作動に
より前記穿孔部9にスリーブ4を装着するととも
に枝管11をスリーブ4に圧入する。 Then, in the small-diameter buried pipe 1, the lock pawl 29 is extended by the operation of the hydraulic cylinder 32 to lock one of the lock devices 6, and the other lock device 6' is released by retracting the lock pawl 29, and then the telescopic device is opened. By operating the hydraulic cylinder 31 of No. 8, the main body 2 is moved through the guide roller 27 of the locking device 6'.
Then, the locking device 6' is reversely locked and the locking device 6 is released, and the piston 31a of the hydraulic cylinder 31 is contracted to lock the locking device 6.
It is reduced by the pitch via the side guide roller 27,
By repeating this operation, the main body 2 is moved intermittently by itself to a predetermined location at a predetermined pitch. Next, both the locking devices 6 and 6' are locked, and the main body 2 is rotated via the gears 25 and 26 by the operation of the hydraulic motor 23, and then the hydraulic cylinder 13 and the hydraulic motor 18 are operated to rotate the drill cutter 3. The small-diameter buried pipe 1 is drilled from the inside by moving up and down while rotating. Next, the receiver 22 moves by itself in the same manner as described above and places the sleeve 4 in the nine perforated portions.
The sleeve 4 is fitted into the perforated portion 9 by the operation of the hydraulic cylinder 19, and the branch pipe 11 is press-fitted into the sleeve 4.
以上のとおり本体2の自走移動により小口径埋
設管1の所望箇所に内方から自動的に穿孔できる
とともに枝管11の接続が内方から可能なため、
地表を無駄に開掘する必要がなく都市における管
接続に優れた効果を有する。 As described above, by the self-propelled movement of the main body 2, it is possible to automatically drill holes at desired locations in the small-diameter buried pipe 1 from the inside, and the branch pipe 11 can be connected from the inside.
There is no need to unnecessarily excavate the ground surface, and it has an excellent effect on pipe connections in cities.
しかも、穿設装置Aと管接続装置Bとを自走移
動のピツチの整数倍になるような間隔に配設する
ことにより、穿設装置Aによる穿孔作業後本体2
を所定のピツチ数に動かすだけで、管接続装置B
は穿孔部9の位置に速やかに移動するため、枝管
11を効率良くかつ簡単に穿孔部9に対して接続
することが可能となる。 Moreover, by arranging the drilling device A and the pipe connecting device B at an interval that is an integral multiple of the pitch of self-propelled movement, the main body 2
Simply move the pipe connecting device B to the specified number of pitches.
Since the branch pipe 11 quickly moves to the position of the perforation 9, it becomes possible to connect the branch pipe 11 to the perforation 9 efficiently and easily.
この場合、管挿入箇所は穴をあける必要があ
る。 In this case, it is necessary to make a hole for the tube insertion point.
[発明の効果]
本発明は小口径埋設管内に挿入され穿設装置と
管接続装置とを備えた本体と、必要に応じ前記本
体を周方向に回転する回転装置と、前記本体の自
走装置とからなり、前記穿設装置と前記管接続装
置との間隔が前記本体の自走移動のピツチの整数
倍になるように配設したものであり、押進埋設工
法により地表を開掘せずに埋設された小口径管に
効率良くかつ簡単に管接続を行うことが可能な小
口径埋設管における穿設・管接続装置を提供する
ことができる。[Effects of the Invention] The present invention provides a main body that is inserted into a small-diameter buried pipe and includes a drilling device and a pipe connecting device, a rotation device that rotates the main body in the circumferential direction as necessary, and a self-propelled device for the main body. The pipe is arranged so that the distance between the drilling device and the pipe connecting device is an integral multiple of the pitch of self-propelled movement of the main body, and the push-in burial method is used to create a pipe without excavating the ground surface. It is possible to provide a drilling/pipe connection device for a small-diameter buried pipe that can efficiently and easily connect a small-diameter buried pipe.
第1図は本発明工法による施工状態図、第2図
A〜Eは施工順序を示す施工状態図、第3図A,
Bは本体の周方向回転状態図、第4図、第5図は
穿孔装置部に断面図、第6図は回転装置部と管接
続部の断面図、第7図はロツク装置部と伸縮装置
部の断面図、第8図はロツク爪部の一部切欠正面
図、第9図A,Bは塑性加工状態を示す断面図で
ある。
1…小口径埋設管、2…本体、A…穿設装置、
B…管接続装置、C…回転装置、D…自走移動装
置。
Fig. 1 is a construction state diagram using the construction method of the present invention, Figs. 2 A to E are construction state diagrams showing the construction order, and Fig. 3 A,
B is a diagram of the circumferential rotation state of the main body, FIGS. 4 and 5 are cross-sectional views of the punching device, FIG. 6 is a cross-sectional view of the rotating device and the pipe connection, and FIG. 7 is the locking device and the expansion and contraction device. FIG. 8 is a partially cutaway front view of the lock pawl, and FIGS. 9A and 9B are cross-sectional views showing the state of plastic working. 1...Small diameter buried pipe, 2...Main body, A...Drilling device,
B...Pipe connection device, C...Rotating device, D...Self-propelled moving device.
Claims (1)
装置とを備えた本体と、必要に応じ前記本体の周
方向に回転する回転装置と、前記本体の自走装置
とからなり、前記穿設装置と前記管接続装置との
間隔が前記本体の自走移動のピツチの整数倍にな
るように配設したものであることを特徴とする小
口径埋設管における穿設・管接続装置。1 Consists of a main body inserted into a small-diameter buried pipe and equipped with a drilling device and a pipe connecting device, a rotating device that rotates in the circumferential direction of the main body as necessary, and a self-propelled device for the main body, A device for drilling and connecting pipes for small-diameter buried pipes, characterized in that the distance between the device and the pipe connecting device is an integral multiple of the pitch of self-propelled movement of the main body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP776085A JPS61168412A (en) | 1985-01-19 | 1985-01-19 | Hold drilling and pipe connecting device in underground small bore pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP776085A JPS61168412A (en) | 1985-01-19 | 1985-01-19 | Hold drilling and pipe connecting device in underground small bore pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61168412A JPS61168412A (en) | 1986-07-30 |
| JPH0415042B2 true JPH0415042B2 (en) | 1992-03-16 |
Family
ID=11674641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP776085A Granted JPS61168412A (en) | 1985-01-19 | 1985-01-19 | Hold drilling and pipe connecting device in underground small bore pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61168412A (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6389206A (en) * | 1986-09-30 | 1988-04-20 | Tokyo Met Gov Gesuidou Service Kk | Self-travelling punching device for pipe lining material |
| JPS63105807A (en) * | 1986-10-22 | 1988-05-11 | Fukudagumi:Kk | Boring method for small pipe and boring and pipe connecting method |
| JPS63245309A (en) * | 1987-04-01 | 1988-10-12 | Iseki Kaihatsu Koki:Kk | Drilling method and device |
| JPH01222810A (en) * | 1988-01-27 | 1989-09-06 | Iseki Tory Tech Inc | Method and device for machining pipe |
| JP2748006B2 (en) * | 1988-11-14 | 1998-05-06 | 株式会社イセキ開発工機 | In-pipe work equipment |
| JPH02139109A (en) * | 1988-11-15 | 1990-05-29 | Iseki Tory Tech Inc | Pipe working unit |
| US5309744A (en) * | 1990-08-10 | 1994-05-10 | Kabushiki Kaisha Tokai-Rika-Denki-Seisakusho | Locking apparatus for shift lever of automatic transmission |
| US9676042B2 (en) | 2013-02-21 | 2017-06-13 | Coupling Corporation Of America, Inc. | Remote cutter head and system |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58186597A (en) * | 1982-04-23 | 1983-10-31 | 日本電気株式会社 | Drill for inside of pipe |
| JPS591511U (en) * | 1982-06-28 | 1984-01-07 | コスモ工機株式会社 | A drilling machine that can drill from the inside of a pipe |
-
1985
- 1985-01-19 JP JP776085A patent/JPS61168412A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61168412A (en) | 1986-07-30 |
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