JPH06229190A - Pipe cutter for propulsion - Google Patents
Pipe cutter for propulsionInfo
- Publication number
- JPH06229190A JPH06229190A JP4983993A JP4983993A JPH06229190A JP H06229190 A JPH06229190 A JP H06229190A JP 4983993 A JP4983993 A JP 4983993A JP 4983993 A JP4983993 A JP 4983993A JP H06229190 A JPH06229190 A JP H06229190A
- Authority
- JP
- Japan
- Prior art keywords
- cutting
- buried pipe
- pipe
- cutting blade
- machining
- 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.)
- Granted
Links
- 238000005520 cutting process Methods 0.000 claims abstract description 111
- 238000003754 machining Methods 0.000 abstract 8
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 abstract 2
- 238000000034 method Methods 0.000 description 17
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 13
- 239000002990 reinforced plastic Substances 0.000 description 7
- 230000001141 propulsive effect Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、下水道や上水道管、ガ
スや電線管の鞘管等を地中に推進埋設する場合の推進用
埋設管の切断装置に係わり、詳しくは、複数列に矩形断
面を有した塩化ビニール材を螺旋状に融着して形成した
硬質塩化ビニール管や強化プラスチック管等の切断装置
に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for cutting a propulsion buried pipe when a sewer pipe, a water supply pipe, a sheath pipe for gas or a conduit pipe is buried in the ground. The present invention relates to a cutting device for a hard vinyl chloride pipe or a reinforced plastic pipe formed by spirally fusing a vinyl chloride material having a cross section.
【0002】[0002]
【従来技術】従来、下水道や上水道管等に使用される推
進用硬質塩化ビニール管の形状としては、断面が板状の
筒体のものが多く、水理性、水密性、耐食性等に優れて
いるため特に下水道の分野では近年多く採用がされてい
る。埋設管の両端面は、軸方向に対して直角に切断さ
れ、埋設管の接続はカラー内に埋設管端面を挿入して端
面を突き合わせ接続する方法が用いられている。2. Description of the Related Art Conventionally, as a shape of a hard vinyl chloride pipe for propulsion used for a sewer or a water supply pipe, a tubular body having a plate-shaped cross section is often used, which is excellent in hydraulic property, watertightness, corrosion resistance and the like. Therefore, it has been widely adopted in recent years especially in the field of sewerage. Both end faces of the buried pipe are cut at right angles to the axial direction, and the buried pipe is connected by inserting the end face of the buried pipe into the collar and butt-connecting the end faces.
【0003】他に管端部に受け口および差し口を設け
て、埋設管を接合する方法も用いられいてるが、推進工
法に使用する管材としては、推進力を埋設管の壁面を通
して伝達する関係で、前記した突き合わせ接続方式が多
く用いられている。In addition, a method of joining a buried pipe by providing a receiving port and a spout at the end of the pipe is also used, but as a pipe material used in the propulsion method, a propulsive force is transmitted through a wall surface of the buried pipe. The butt connection method described above is often used.
【0004】[0004]
【発明が解決しようとする課題】上記した従来技術によ
り硬質塩化ビニール管の推進埋設が行われているが、埋
設管の断面が板状の筒体であり、地中の深い位置に布設
する場合には土圧に対して抵抗できなく、偏平断面とな
ったり、時には破損することがあり比較的浅い位置の推
進工法のみに利用されていたのが現状である。When the hard vinyl chloride pipe is propulsively buried by the above-mentioned conventional technique, the buried pipe has a plate-shaped cross section and is installed at a deep position in the ground. It is not possible to resist the earth pressure, has a flat cross section, and is sometimes damaged, so it was used only for the propulsion method at a relatively shallow position.
【0005】このため、推進埋設後の土圧に対して強い
抵抗力をもつ管材の研究開発が行われ、必要な数の中空
矩形断面を有する硬質塩化ビニールシートで渦巻鋼管式
に融着製造された土圧に対して強い塩化ビニール管が開
発された。この埋設管の端面は、埋設管の軸方向に対し
て直角に切断されており、埋設管の接続は端面を突き合
わせてカラー接続する方法が用いられている。また、他
にレジンモルタルの両サイドにガラス繊維樹脂を装着し
て軽量、高強度化を可能にした強化プラスチック管が開
発されている。この埋設管の端面も埋設管の軸方向に直
角切断して、外縁部に段落ちを設けてカラー接続する突
き合わせ方法が用いられている。For this reason, research and development of a pipe material having a strong resistance to earth pressure after propulsion and burying has been conducted, and a spiral vinyl pipe fusion-manufactured with a required number of rigid vinyl chloride sheets having a hollow rectangular cross section. A vinyl chloride tube that is resistant to earth pressure has been developed. The end face of this buried pipe is cut at a right angle to the axial direction of the buried pipe, and the connection of the buried pipe is performed by abutting the end faces and making a collar connection. In addition, glass fiber resin is attached to both sides of the resin mortar to develop a reinforced plastic tube that is lightweight and has high strength. The end face of this buried pipe is also cut at a right angle to the axial direction of the buried pipe, and a butt joint method is used in which a step is provided at the outer edge portion to perform color connection.
【0006】しかし、上記した軸方向に直角切断する突
き合わせ方法の場合は、第5図に示すように、埋設管端
面の外殻部分はカラーを嵌合するために切り欠きを設け
るため、埋設管端部の外殻が薄くなったり、なくなった
りし、推進力の伝達の大部分が内殻だけの伝達となり、
内殻の破損を招来する。また、突き合わせ接続のため埋
設管接続部の接着面積が少なく、推進施工中の偏圧によ
って接続部が離脱したりして推進施工を困難としてい
る。However, in the case of the abutting method of cutting at right angles to the axial direction described above, as shown in FIG. 5, the outer shell portion of the end face of the embedded pipe is provided with a notch for fitting the collar, so that the embedded pipe is The outer shell of the end becomes thin or disappears, and most of the transmission of propulsive force is transmitted only by the inner shell,
It causes damage to the inner shell. In addition, since the butt connection is used, the bonding area of the buried pipe connection portion is small, and the connection portion is separated due to the unbalanced pressure during the propulsion construction, which makes the propulsion construction difficult.
【0007】上記問題を解決する埋設管の接続方法とし
て、埋設管端面の内殻だけを残して所定の長さだけ切り
欠き、切り欠き部の形状あわせて製作した接続カラーを
埋設管接続部に接合して、埋設管接続部の接着面積を多
くし、推進力の伝達を外殻及び内殻から確実に伝達でき
る接続方法が提案されているが、埋設管を切断し、端面
に切り欠き部を設ける作業が非常に手間どり、推進用埋
設管の接続方法として採用されていないのが現状であ
る。As a method of connecting a buried pipe to solve the above problems, a notch is cut out by a predetermined length leaving only the inner shell of the end face of the buried pipe, and a connection collar manufactured according to the shape of the notch is attached to the buried pipe connecting portion. A connection method has been proposed in which the connection area is increased by increasing the bonding area of the buried pipe connection part by joining and reliably transmitting the transmission of the propulsion force from the outer shell and the inner shell. At present, it is not adopted as a method for connecting the buried pipe for propulsion because the work of installing the pipe is extremely troublesome.
【0008】本発明は、このような従来技術の問題に鑑
み、推進施工中でも確実に外殻及び内殻に推進力の伝達
が行え、さらに接着面で離脱のおこらない推進用埋設管
の両端切断装置を提供するものである。In view of the above problems of the prior art, the present invention is capable of reliably transmitting the propulsive force to the outer shell and the inner shell even during the propulsion construction, and further cutting the both ends of the propulsion embedded pipe which does not separate at the adhesive surface. A device is provided.
【0009】[0009]
【発明の構成】すなわち本発明の構成は、中央に回転可
能な円板状切断刃を配置し、前記切断刃の両サイドには
少なくとも切断刃外径よりも小さく形成した切削刃を回
転可能に配置した推進用埋設管切断装置である。That is, according to the structure of the present invention, a rotatable disc-shaped cutting blade is arranged in the center, and a cutting blade formed to be smaller than at least the outer diameter of the cutting blade is rotatable on both sides of the cutting blade. It is the embedded buried pipe cutting device for propulsion.
【0010】中央に配置される切断刃の形状は、鋸刃状
のものや外縁にチップを設けたものでもよく、推進用埋
設管の壁面を確実に切断できる大きさに構成されてい
る。切断刃の両サイドに配置される切削刃としては、複
数の鋸刃を隣接して設けてもよいし、筒状の外周部にチ
ップを埋め込んだものでもよい。切削刃の大きさとして
は、埋設管壁断面の形状により、少なくとも埋設管壁断
面の内殻を切削しないように切断刃より小さく構成され
ている。The cutting blade arranged in the center may be in the shape of a saw blade or a tip provided on the outer edge, and the cutting blade has a size capable of reliably cutting the wall surface of the propulsion buried pipe. As the cutting blades arranged on both sides of the cutting blade, a plurality of saw blades may be provided adjacent to each other, or a chip may be embedded in a cylindrical outer peripheral portion. The size of the cutting blade is smaller than that of the cutting blade so that at least the inner shell of the buried pipe wall cross section is not cut depending on the shape of the buried pipe wall cross section.
【0010】切削刃の両側には、切削刃より埋設管壁面
の内殻厚さ分だけを引いた長さだけ小さくしたガイドリ
ングを設けることにより、切削刃による内殻の切削を防
止することができる。By providing guide rings on both sides of the cutting blade which are smaller than the cutting blade by a length obtained by subtracting the thickness of the inner shell of the buried pipe from the cutting blade, it is possible to prevent the cutting blade from cutting the inner shell. it can.
【0011】推進用埋設管の切断方法としては、切断装
置を固定しておいて埋設管を回転する方法でもよいし、
埋設管を固定しておいて切断装置を埋設管の外周に沿っ
て回転させる方法でもよい。As a method for cutting the propulsion embedded pipe, a method of fixing the cutting device and rotating the embedded pipe may be used.
A method in which the embedded pipe is fixed and the cutting device is rotated along the outer periphery of the embedded pipe may be used.
【0012】切断刃や切削刃及びガイドリングは、取外
しができる構造にしておけば埋設管の種類がかわっても
取替えが可能であり、埋設管の切断が効率よく行える。If the cutting blade, the cutting blade and the guide ring have a removable structure, they can be replaced even if the type of the buried pipe is changed, and the buried pipe can be cut efficiently.
【0013】[0013]
【作用】上記した発明によれば、駆動機の稼働により切
断刃と切削刃が回転し、最初に中央の切断刃が埋設管外
殻に接触し、壁面の切断を始める。そして切断刃の進行
にともなって両側の切削刃が埋設管壁面を切削し始め
る。この時切削刃の大きさは、埋設管の内殻厚さ分が残
るように切断刃より小さくされている。埋設管の切断及
び切削が完了すると、切削刃両側のガイドリングが埋設
管の外殻に当接して切削刃による内殻の切削を防止す
る。According to the invention described above, the cutting blade and the cutting blade are rotated by the operation of the driving machine, and the central cutting blade first comes into contact with the outer shell of the buried pipe to start cutting the wall surface. Then, as the cutting blade advances, the cutting blades on both sides start cutting the wall surface of the buried pipe. At this time, the size of the cutting blade is smaller than that of the cutting blade so that the thickness of the inner shell of the buried pipe remains. When the cutting and cutting of the embedded pipe are completed, the guide rings on both sides of the cutting blade abut the outer shell of the embedded pipe to prevent the cutting blade from cutting the inner shell.
【0014】上記のように切断刃と切削刃の回転によ
り、埋設管の切断と切削が同時に精度良く行え、埋設管
の切断作業が効率良く行える。By rotating the cutting blade and the cutting blade as described above, cutting and cutting of the embedded pipe can be performed simultaneously with high precision, and the cutting work of the embedded pipe can be performed efficiently.
【0015】[0015]
【実施例】以下、本発明の詳細について図面に基づいて
説明する。第1図は、本発明の一実施例である推進用埋
設管の切断装置1を示す側面図である。中央には鋸刃を
もった円板状の切断刃2が回転可能に配置され、前記切
断刃2の両サイドには少なくとも切断刃2外径よりも小
さく形成した複数の鋸刃を隣接して設けた切削刃3が配
置されている。切断刃2と切削刃3は連結され、連動し
て回転する機構となっている。切削刃3の両側には、切
削刃3より推進用埋設管壁面の内殻10厚さ分だけを引
いた長さだけ小さくしたガイドリング4が設けられてい
る。ガイドリング4は、支持棒によりリング4内側中央
の回転軸6に固定されている。回転軸6の先端には、駆
動機8に設けられた第2歯車7から回転力を受けるため
の第1歯車5が設けられている。以上により構成された
埋設管の切断装置1である。DESCRIPTION OF THE PREFERRED EMBODIMENTS The details of the present invention will be described below with reference to the drawings. FIG. 1 is a side view showing a cutting device 1 for a propulsion buried pipe according to an embodiment of the present invention. A disk-shaped cutting blade 2 having a saw blade is rotatably arranged in the center, and a plurality of saw blades formed to be smaller than at least the outer diameter of the cutting blade 2 are adjacently provided on both sides of the cutting blade 2. The provided cutting blade 3 is arranged. The cutting blade 2 and the cutting blade 3 are connected to each other so as to rotate together. On both sides of the cutting blade 3, there are provided guide rings 4 which are smaller than the cutting blade 3 by a length obtained by subtracting only the thickness of the inner shell 10 of the wall surface of the propulsion buried pipe. The guide ring 4 is fixed to a rotating shaft 6 at the center inside the ring 4 by a support rod. A first gear 5 for receiving a rotational force from a second gear 7 provided on the driving machine 8 is provided at the tip of the rotary shaft 6. It is the buried pipe cutting device 1 configured as described above.
【0016】上記実施例において、切断刃2及び切削刃
3の形状を鋸刃形状で例示したが外周部に切削用チップ
等を埋め込んだ構造のものを採用することも可能であ
る。In the above embodiment, the cutting blade 2 and the cutting blade 3 are illustrated as saw blade shapes, but it is also possible to adopt a structure in which a cutting tip or the like is embedded in the outer peripheral portion.
【0017】第2図は、本発明の切断装置1を用いた埋
設管の切断及び切削状況を示す縦断面図である。壁面が
矩形断面を有する推進用埋設管9が連続して形成されて
いる。切断装置1の中央には、ガイドリング4から埋設
管9の壁厚以上出るように切断刃2が配置されている。
切断刃2の両サイドには、ガイドリング4から埋設管9
の内殻10厚さ分だけ出るように切削刃3が配置されて
いる。駆動機8を稼働させると、ガイドリング4、切削
刃3及び切断刃2が回転し、埋設管9の外殻11を切断
刃2が切断し始める。切断刃2の進行とともに両サイド
の切削刃3も埋設管9の外殻11を切削し始める。そし
て回転を続けることにより、切断刃2は埋設管9の内殻
10を切断し、切削刃3は埋設管9の両端面を内殻10
だけ残して切削する。全周にわたっての切断及び切削方
法は、切断装置1を固定しておいて埋設管9を所定の速
度で回転させて切断及び切削する方法を用いてもよい
し、埋設管9を固定しておいて切断装置1を埋設管9の
外周に沿って回転させる方法を用いても良い。FIG. 2 is a longitudinal sectional view showing the cutting and cutting conditions of the buried pipe using the cutting device 1 of the present invention. A buried buried pipe 9 whose wall surface has a rectangular cross section is continuously formed. At the center of the cutting device 1, a cutting blade 2 is arranged so as to protrude from the guide ring 4 by the wall thickness of the buried pipe 9 or more.
The guide ring 4 and the buried pipe 9 are provided on both sides of the cutting blade 2.
The cutting blade 3 is arranged so as to protrude by the thickness of the inner shell 10. When the driving machine 8 is operated, the guide ring 4, the cutting blade 3 and the cutting blade 2 rotate, and the cutting blade 2 starts to cut the outer shell 11 of the buried pipe 9. As the cutting blade 2 advances, the cutting blades 3 on both sides also start cutting the outer shell 11 of the buried pipe 9. Then, by continuing the rotation, the cutting blade 2 cuts the inner shell 10 of the embedded pipe 9, and the cutting blade 3 connects both end surfaces of the embedded pipe 9 to the inner shell 10.
Only leave and cut. As the cutting and cutting method over the entire circumference, a method of fixing the cutting device 1 and rotating the embedded pipe 9 at a predetermined speed to cut and cut may be used, or the embedded pipe 9 may be fixed. Alternatively, a method of rotating the cutting device 1 along the outer circumference of the buried pipe 9 may be used.
【0018】第3図は、本発明の切断装置1で切断、切
削した中空矩形断面を有する硬質塩化ビニールシートを
渦巻鋼管式に融着製造された塩化ビニール管である推進
用埋設管9の接続状況を示す縦断面図である。推進が完
了した埋設管9の後端面には切削により形成された切り
欠き部分の形状に合致する接続カラー12が挿着され、
後続する埋設管9の先端面が接続カラー12に装着され
る。埋設管9と接続カラー12の間には接着剤13を塗
布し、埋設管9接続部の剛性や止水性を向上させるとと
もに、推進力を埋設管9の外殻11及び内殻10から確
実に伝達させる。FIG. 3 shows a connection of a propulsion buried pipe 9 which is a vinyl chloride pipe produced by fusing a hard vinyl chloride sheet having a hollow rectangular cross section cut and cut by the cutting device 1 of the present invention to a spiral steel pipe type. It is a longitudinal cross-sectional view showing a situation. On the rear end surface of the buried pipe 9 that has been propelled, a connection collar 12 matching the shape of the cutout portion formed by cutting is inserted and attached.
The tip end surface of the subsequent buried pipe 9 is attached to the connection collar 12. An adhesive 13 is applied between the embedded pipe 9 and the connection collar 12 to improve the rigidity and water stopping property of the connection portion of the embedded pipe 9 and to secure the propulsive force from the outer shell 11 and the inner shell 10 of the buried pipe 9. Make it communicate.
【0019】第4図は、他の管材である強化プラスチッ
ク管14の接続状況を示す縦断面図である。接続方法
は、前記硬質塩化ビニール管9と同じであり両埋設管1
4の接合部に装着した接続カラー12により、推進力は
確実に外殻17及び内殻15から伝達される。FIG. 4 is a longitudinal sectional view showing a connection state of the reinforced plastic pipe 14 which is another pipe material. The connection method is the same as that of the hard vinyl chloride pipe 9, and both buried pipes 1
The connecting collar 12 mounted on the joint portion of No. 4 ensures that the propulsive force is transmitted from the outer shell 17 and the inner shell 15.
【0020】切断刃2や切削刃3は、取外しができる構
造にしておけば埋設管の管径や種類の変化があっても取
替えが行え、広い範囲の切断、切削に利用できる。If the cutting blade 2 and the cutting blade 3 have a removable structure, they can be replaced even if the diameter or type of the buried pipe changes, and can be used for a wide range of cutting and cutting.
【0021】[0021]
【発明の効果】本発明の推進用管切断装置により、推進
用埋設管の切断、切削が容易で精度良く製作でき、切
断、切削時間の短縮や埋設管製作費用を著しく低下する
ことができる。また、施工時においても推進力の伝達が
確実に行えることや埋設管接続部の接着も一体化した剛
性のある構造とすることが可能となった。With the propulsion pipe cutting device of the present invention, the propulsion embedded pipe can be easily cut and cut with high precision, the cutting and cutting time can be shortened, and the embedded pipe manufacturing cost can be remarkably reduced. In addition, it has become possible to reliably transmit the propulsive force even during construction and to have a rigid structure in which the connection of the buried pipe connection is integrated.
【0022】[0022]
【第1図】本発明の推進用管切断装置を説明する側面図
である。FIG. 1 is a side view illustrating a propulsion pipe cutting device of the present invention.
【第2図】本発明の推進用管切断装置の切断及び切削状
況を説明する縦断面図である。FIG. 2 is a vertical sectional view for explaining cutting and cutting conditions of the propulsion pipe cutting device of the present invention.
【第3図】本発明の切断装置で切断、切削した硬質塩化
ビニール管の接続状況を説明する縦断面図である。FIG. 3 is a vertical cross-sectional view illustrating a connection state of a hard vinyl chloride pipe cut and cut by the cutting device of the present invention.
【第4図】本発明の切断装置で切断、切削した強化プラ
スチック管の接続状況を説明する縦断面図である。FIG. 4 is a vertical cross-sectional view illustrating a connection state of a reinforced plastic pipe cut and cut by the cutting device of the present invention.
【第5図】従来技術における埋設管切断方法の問題点を
説明する縦断面図である。FIG. 5 is a vertical cross-sectional view for explaining a problem of the buried pipe cutting method in the conventional technique.
1 切断装置 2 切断刃 3 切削刃 4 ガイドリング 5 第1歯車 6 回転軸 7 第2歯車 8 駆動機 9 硬質塩化ビニール埋設管 10 硬質塩化ビニール埋設管内殻 11 硬質塩化ビニール埋設管外殻 12 接続カラー 13 接着剤 14 強化プラスチック埋設管 15 強化プラスチック埋設管内殻 16 レジンモルタル 17 強化プラスチック埋設管外殻 18 従来技術によるカラー 19 接続部離脱箇所 DESCRIPTION OF SYMBOLS 1 Cutting device 2 Cutting blade 3 Cutting blade 4 Guide ring 5 1st gear 6 Rotating shaft 7 2nd gear 8 Drive machine 9 Hard vinyl chloride buried pipe 10 Hard vinyl chloride buried pipe inner shell 11 Hard vinyl chloride buried pipe outer shell 12 Connection collar 13 Adhesives 14 Reinforced Plastic Buried Pipes 15 Reinforced Plastic Buried Pipe Inner Shells 16 Resin Mortar 17 Reinforced Plastic Buried Pipe Outer Shells 18 Collar 19 by Conventional Technology 19 Connection Part Detachment
Claims (1)
て、中央に回転可能な円板状切断刃を配置し、前記切断
刃の両サイドには少なくとも切断刃外径よりも小さく形
成した切削刃を回転可能に配置したことを特徴とする推
進用管切断装置。1. A cutting device for a continuously molded propulsion pipe, in which a rotatable disc-shaped cutting blade is arranged at the center, and cutting is formed on both sides of the cutting blade at least smaller than the outer diameter of the cutting blade. A propulsion pipe cutting device having a blade rotatably arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4983993A JP2611112B2 (en) | 1993-01-29 | 1993-01-29 | Propulsion pipe cutting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4983993A JP2611112B2 (en) | 1993-01-29 | 1993-01-29 | Propulsion pipe cutting device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06229190A true JPH06229190A (en) | 1994-08-16 |
| JP2611112B2 JP2611112B2 (en) | 1997-05-21 |
Family
ID=12842254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4983993A Expired - Lifetime JP2611112B2 (en) | 1993-01-29 | 1993-01-29 | Propulsion pipe cutting device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2611112B2 (en) |
-
1993
- 1993-01-29 JP JP4983993A patent/JP2611112B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JP2611112B2 (en) | 1997-05-21 |
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