JPH041320A - Steel pipe cutting method in water - Google Patents

Steel pipe cutting method in water

Info

Publication number
JPH041320A
JPH041320A JP9991290A JP9991290A JPH041320A JP H041320 A JPH041320 A JP H041320A JP 9991290 A JP9991290 A JP 9991290A JP 9991290 A JP9991290 A JP 9991290A JP H041320 A JPH041320 A JP H041320A
Authority
JP
Japan
Prior art keywords
steel pipe
cutting
periphery wall
cutter
plasma
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
Application number
JP9991290A
Other languages
Japanese (ja)
Other versions
JPH0676691B2 (en
Inventor
Tsutomu Fujita
勉 藤田
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP2099912A priority Critical patent/JPH0676691B2/en
Publication of JPH041320A publication Critical patent/JPH041320A/en
Publication of JPH0676691B2 publication Critical patent/JPH0676691B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Arc Welding In General (AREA)

Abstract

PURPOSE:To efficiently cut a steel pipe in a submerged condition, by cutting the pipe periphery at a partially processed part of the cutting position of the periphery of the pipe by means of a plasma are cutting. CONSTITUTION:A cutter B is inserted into a steel pipe A and a contact member is closely pressed at the inside face of the periphery wall of the steel pipe A and then the cutter B is fixed at the inside face of the periphery wall of the steel pipe A. Next, a grinding wheel cutter is fixed and rotated and then a slide box 18 is moved forward to the inner face of the periphery wall of the steel pipe A by the actuation of a reciprocal hydraulic cylinder 17 for the grinding wheel cutter. Next, the grinding wheel cutter 19 is brought near the inner face of the periphery wall of the steel pipe A and a part of the periphery wall of the steel pipe A is cut to pierce it. And the plasma arc cutting device 5 is pushed to the inner face side of the periphery wall of the steel pipe A to supply high frequency and high tension current thereto to generate a pilot arc. And further, plasma main arc is generated between the plasma torch 22 and the steel pipe A to perform cutting in the peripheral direction of the periphery wall of the steel pipe A.

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は、岸壁水中構造物、橋脚立設工事、埋立工事、
人工島築造工事等において使用した特に厚肉の鋼管杭、
鋼管矢板等の鋼管を、竣工後に切断する方法に関するも
のである。
[Detailed description of the invention] "Field of industrial application" The present invention is applicable to quay underwater structures, bridge pier erection work, reclamation work,
Particularly thick steel pipe piles used in artificial island construction work, etc.
This invention relates to a method for cutting steel pipes such as steel pipe sheet piles after completion of construction.

「従来の技術」 従来、例えば、岸壁水中構造物、橋脚立設工事、埋立工
事、人工島築造工事等において使用した鋼管杭、鋼管矢
板(以下鋼管という)を、竣工後に切断する手段として
は、例えば押切り用ディスクカッターあるいは砥石カッ
ターを好通例とする回転カッターを単独にまたは組合わ
せて使用されるものが知られている。
``Prior art'' Conventionally, methods for cutting steel pipe piles and steel pipe sheet piles (hereinafter referred to as steel pipes) used in, for example, underwater quay structures, bridge pier erection work, reclamation work, artificial island construction work, etc., after completion of construction, include: For example, it is known to use a rotary cutter, typically a push-cut disk cutter or a grindstone cutter, either alone or in combination.

例えば、公転および自転駆動装置を備えた砥石カッター
により鋼管周壁を切断可能とする切断装置が、特公昭5
0−32139号公報に開示されている。
For example, a cutting device capable of cutting the peripheral wall of a steel pipe using a whetstone cutter equipped with a revolution and rotation drive device was developed in
It is disclosed in Japanese Patent No. 0-32139.

また鋼管周壁をウォータージェットノズルによる高圧流
体にて切断する切断装置が、例えば特開昭61−870
20号公報に開示されている。
Furthermore, a cutting device for cutting the peripheral wall of a steel pipe using high-pressure fluid using a water jet nozzle is disclosed, for example, in Japanese Patent Application Laid-Open No. 61-870.
It is disclosed in Publication No. 20.

「発明が解決しようとする課題」 とごろで、砥石カッターにより鋼管周壁を切断する前記
特公昭50−32139号公報記載の技術では、力、タ
ーの刃口体が鋼管周壁に差込まれており、切断が完了す
る直前には残留応力あるいは管の自重によりカフターの
刃が噛込まれた状態になるため、カッターが破損し易く
、その結果、切断コストと作業性が悪くなるという問題
および厚内鋼管の切断能率の極度の低下を招くという問
題があった。
``Problems to be Solved by the Invention'' In the technique described in Japanese Patent Publication No. 50-32139, which cuts the peripheral wall of a steel pipe with a grindstone cutter, the cutting edge body of the blade is inserted into the peripheral wall of the steel pipe. Immediately before cutting is completed, the cuffer blade becomes stuck due to residual stress or the tube's own weight, so the cutter is easily damaged, resulting in problems such as lower cutting costs and poor workability. There was a problem in that the cutting efficiency of steel pipes was extremely reduced.

また前記特開昭61−87020号公報記載の技術では
、高圧流体によって鋼管周壁を切断するので、切断に著
しく時間がかかり、す断コストの面で問題があった。
Furthermore, in the technique described in Japanese Patent Application Laid-Open No. 61-87020, the circumferential wall of the steel pipe is cut using high-pressure fluid, so cutting takes a considerable amount of time and there is a problem in cutting cost.

さらに、プラズマアーク切断手段を単独で用いる方法も
すでに知られているが、このプラズマアーク切断手段は
、被切断鋼管の肉厚が薄い場合には、(tに比類のない
切断能率を発揮する。
Furthermore, a method of using plasma arc cutting means alone is already known, but this plasma arc cutting means exhibits unparalleled cutting efficiency in (t) when the wall thickness of the steel pipe to be cut is thin.

すなわち、プラズマアークが初めに鋼管周壁に移iテし
た時点で、高温のプラズマ了−りは直近の周壁の部分を
熔融し、かつ熔融ドロスを周壁の外面から外方へ飛散さ
せて除去した後、プラズマトーチをff[の円周方向に
沿って移動させることにより、安定した切断がj〒ねれ
るのである。
In other words, when the plasma arc first transfers to the surrounding wall of the steel pipe, the high-temperature plasma melts the immediate surrounding wall, and after the molten dross is removed by scattering outward from the outer surface of the surrounding wall. , by moving the plasma torch along the circumferential direction of ff[, stable cutting can be achieved.

ところが鋼管の肉厚が大となると、プラズマアークが周
壁に移行した時点で、プラズマアークによる周壁の貫通
が容易ではなくなり、熔融ドロスが周壁の内部から外方
へ抜けなくなり、周壁の内部にとどまって凝固し、つい
には部分的に盛り上がってくる。
However, when the wall thickness of the steel pipe becomes large, once the plasma arc moves to the peripheral wall, it becomes difficult for the plasma arc to penetrate the peripheral wall, and the molten dross cannot escape from the inside of the peripheral wall to the outside, and it remains inside the peripheral wall. It solidifies and eventually swells in parts.

このような状態が進行すると、ついにはプラズマトーチ
の先端部位にドロスが盛り上がり、)・チの破損を招く
ことになり、厚肉鋼管のプラズマアークによる切断は、
薄肉鋼管の切断の場合と異なり、極めて困難となる。
If this situation progresses, dross will eventually build up at the tip of the plasma torch, leading to damage to the pipe.
Unlike cutting thin-walled steel pipes, this is extremely difficult.

このようなことを解決すべく、プラズマアーク切断手段
の電源装置の容量を大きくし、プラズマアーク電流を大
にするとしても、厚内鋼管の場合には、その電流を極め
て大とセざるを得す、装置全体の設備費の著しい増大を
招き、切断コストの面、安全性の面等で好ましくない6 本発明は、かくの如き厚内鋼管に対する切断の従来の問
題を解決するこ止を目的とする。
In order to solve this problem, even if the capacity of the power supply device of the plasma arc cutting means is increased and the plasma arc current is increased, in the case of thick inner steel pipes, the current must be extremely large. This results in a significant increase in equipment costs for the entire device, which is undesirable in terms of cutting costs and safety.6 The present invention aims to solve the conventional problems of cutting thick internal steel pipes as described above. shall be.

「課題を解決するための手段」 本発明に係る鋼管の水中切断方法は、被切断個所におけ
る鋼管周壁の一部に、穿孔、切削、研削、溝付は等の加
工を施した後、この加工部位からプラズマアーク切断手
段により鋼管周壁を切断することにある。
``Means for Solving the Problems'' The method for underwater cutting of steel pipes according to the present invention involves performing processing such as drilling, cutting, grinding, grooving, etc. on a part of the peripheral wall of the steel pipe at the location to be cut, and then The purpose of this method is to cut the peripheral wall of the steel pipe from the site using plasma arc cutting means.

「作用」 前記の如く、被切断1w所における鋼管周壁の一部に、
穿孔、切削、研削、溝付は等の加工を施した後、この加
工部位からプラズマアーク切断手段により鋼管周壁を切
断するので、プラズマアークによる加工部位の溶融ドロ
スを、鋼管周壁の内部から外方へ整然と飛散させること
ができ、従って厚肉の鋼管であっても、周壁の内面に溶
融ドロスの盛り上がり現象はなく、安定した状態で、し
かも能率よく鋼管周壁を切断できる。
"Operation" As mentioned above, on a part of the steel pipe peripheral wall at the 1w point to be cut,
After drilling, cutting, grinding, grooving, etc. are performed, the peripheral wall of the steel pipe is cut from this processed area using a plasma arc cutting means, so that the molten dross of the processed area due to the plasma arc is removed from the inside of the peripheral wall of the steel pipe. Therefore, even if the steel pipe is thick, there is no swelling of molten dross on the inner surface of the peripheral wall, and the peripheral wall of the steel pipe can be cut in a stable and efficient manner.

「実施例」 次に本発明に係る鋼管の水中切断方法の実施例を図面に
基づき以下に説明する。
"Example" Next, an example of the underwater cutting method of steel pipe according to the present invention will be described below based on the drawings.

第11!I乃至第3図に示す如く、本発明方法において
用いる鋼管Aの切断装置Bは、ケーシング1と、このケ
ーシング1を鋼管Aの周壁内面に保持固定すべき保持手
段2と、前記チーソング1内の縦方向中心に回転自在に
遊嵌されたHE同シャフト3と、この旋回シャフト3の
軸方向へ昇n wI@可能に、旋回ソヤフト3の軸線に
直交する方向へ進退制御可能に、かつ旋回シャフト3の
円周方向へ旋回制御可能に保持された砥石カッター装置
!!4およびプラズマアーク切断袋W5とから構成され
ている。
11th! As shown in FIG. The HE shaft 3 is rotatably loosely fitted around the center in the vertical direction, and the swing shaft 3 can be moved up and down in the axial direction, and can be controlled to move forward and backward in the direction perpendicular to the axis of the swing shaft 3. A grindstone cutter device that can be controlled to rotate in the circumferential direction of 3! ! 4 and a plasma arc cutting bag W5.

前記ケーシング1は、筒状に形成された上部ケンング1
aおよび下部ケーシング1bからなり、上部ケーシング
1aの上部に適宜の吊り手6が設けられている。
The casing 1 includes an upper part 1 having a cylindrical shape.
a and a lower casing 1b, and a suitable hanging hand 6 is provided on the upper part of the upper casing 1a.

前記保持手段2は、前記ケーシング1の軸線に対し直角
方向に進退可能な当接部材7を、前記ト部ケーンング1
aの外周方向複数個所の上下に有しており、各当接部材
7は各当接用液圧シリンダ−8により駆動されるように
なっていて、土下段各三個所(120度位置)に配置さ
れている。
The holding means 2 holds the abutting member 7, which is movable in a direction perpendicular to the axis of the casing 1, against the toe caning 1.
Each contact member 7 is driven by each contact hydraulic cylinder 8, and is provided at three locations (120 degree position) on each of the lower soil stages. It is located.

前記旋回シャフト3は、前記上部ケーシング】a内の中
央部およびその上下位置に配設された昇降用軸受9およ
び旋回用軸受10に遊嵌され、上部ケンングla内に配
設された旋回ンヤフト昇鋒用液圧ンリンダー11 (第
2図に示す如く反対便1にも設けられる)、スライドガ
イド12および旋回駆動袋W13ならびに各制御装置(
図示せず)により昇降および旋回111M可能に保持さ
れ、旋回ノヤフト3の下端は下部ケーノング1bに嵌合
された円形プレートlcに連設されている。
The swing shaft 3 is loosely fitted into a lift bearing 9 and a swing bearing 10 which are disposed in the center of the upper casing [a] and at upper and lower positions thereof, and is connected to a swing shaft lift disposed in the upper casing la. Hydraulic pressure roller 11 for the flywheel (also provided on the opposite stool 1 as shown in FIG. 2), slide guide 12, swing drive bag W13, and each control device (
(not shown) so as to be able to rise and fall and turn 111M, and the lower end of the swing shaft 3 is connected to a circular plate lc fitted to the lower canong 1b.

なお、前記旋回駆動装置13は、モーター14、ビニオ
ン15およびギヤー16で構成されている。
Note that the swing drive device 13 includes a motor 14, a pinion 15, and a gear 16.

前記砥石カッター装置4は、第1図および第3図に示す
如く、砥石カッター進退用液圧ンリンダ−17および制
御装置(図示せず)の作動によって進退制御可能にスラ
イドボックス18内に配設された砥石カッター19と、
砥石カッター19を回転駆動するモーター20とからな
り、前記下部ケーシングlb内に配設されている。
As shown in FIGS. 1 and 3, the grindstone cutter device 4 is arranged in a slide box 18 so as to be controllable in advance and retreat by the operation of a hydraulic cylinder 17 for advancing and retreating the grindstone cutter and a control device (not shown). and a whetstone cutter 19,
It consists of a motor 20 that rotationally drives the grindstone cutter 19, and is disposed within the lower casing lb.

前記プラズマアーク切断袋W5は、プラズマトーチ進退
用液圧ンリンダ−21および制御袋W(FI!J示せず
)の作動によって進退制御可能に前記スライドボックス
18上に載置され、その先端にプラズマトーチ22を有
し、後方には外部からのプラズマアーク用ケーブル、高
周波高圧電流用ケーブル、冷却水用ホース等のケーブル
・ホース類23が接続されている。
The plasma arc cutting bag W5 is placed on the slide box 18 so as to be controllable in advance and retreat by the operation of a hydraulic cylinder 21 for advancing and retreating the plasma torch and a control bag W (FI!J not shown), and a plasma torch is attached to the tip of the bag W5. 22, and cables and hoses 23 such as external plasma arc cables, high-frequency high-voltage current cables, and cooling water hoses are connected to the rear.

次に本発明の厚肉鋼管の9断方法について説明する。Next, a method for cutting nine thick-walled steel pipes according to the present invention will be explained.

まず、吊り手6にワイヤー等をかけて吊上げた切断装置
Bを、鋼管Aの上端から徐々に挿入し、切断予定位置に
砥石カフター19が下降したとき、保持手段2を構成す
る各当接部材7が各当接用液圧シリンダ−8により押出
されて、鋼管へ〇周壁内面に圧接され、これによって切
断装置Bは鋼管へ〇周壁内面に固定され、切断作業が終
るまでその状態を保持される。
First, the cutting device B, which is suspended by hanging a wire or the like on the hanging handle 6, is gradually inserted from the upper end of the steel pipe A, and when the grindstone cuffer 19 is lowered to the intended cutting position, each of the contact members constituting the holding means 2 7 is pushed out by each abutting hydraulic cylinder 8 and pressed against the inner surface of the circumferential wall of the steel pipe, whereby the cutting device B is fixed to the inner surface of the circumferential wall of the steel pipe and is maintained in that state until the cutting operation is completed. Ru.

そして、被切断個所における鋼管Aの周壁の一部を切断
するために、砥石カッター装置4を所定位置に固定した
後、砥石力、ター19を回転し、砥石カッター進退用液
圧シリンダ−17の作動によりスライドボックス18を
鋼管Aの周壁内面側に押出し、砥石カッター19を鋼管
Aの周壁内面に近接させ、続いて鋼管へ〇周壁の一部を
、第4図(イ)に示す如<X通切削する。
In order to cut a part of the peripheral wall of the steel pipe A at the location to be cut, after fixing the grindstone cutter device 4 at a predetermined position, the grindstone cutter 19 is rotated, and the hydraulic cylinder 17 for advancing and retreating the grindstone cutter is rotated. The operation pushes the slide box 18 toward the inner surface of the circumferential wall of the steel pipe A, brings the grindstone cutter 19 close to the inner surface of the circumferential wall of the steel pipe A, and then inserts a part of the circumferential wall into the steel pipe, as shown in FIG. 4(A). Cut through.

この場合、第4図(ロ)に示す如く、周壁の厚みの一部
の研削(溝付け)だけにとどめてもよい(プラズマアー
クによる切断に移ったとき、溶融ドロスのはね返りによ
るプラズマアーチFA傷のトラブル発生を防止できる程
度の溝付は加工でもよい)し、あるいは砥石カッター装
置4によらずに、例えばドリル、ウォータージェット(
アブレーンブ材入りが好適)を用いて、第4図(ハ)に
示1如く、周壁の一部を穿孔してもよい。
In this case, as shown in Figure 4 (b), it is possible to limit the grinding (grooving) to only a part of the thickness of the peripheral wall (when moving on to cutting by plasma arc, plasma arch FA scratches due to molten dross splashing Grooving can be done by machining to an extent that prevents troubles from occurring), or instead of using the grindstone cutter device 4, for example, a drill, water jet (
A part of the peripheral wall may be perforated as shown in FIG.

以上の如く、鋼管Aの周壁の一部を貫通切削した後、砥
石カッター19を定位置に後退させ、旋回シャフト昇降
用液圧シリンダ11を作動させて、旋回シャフト3の高
さを、プラズマトーチ22と砥石カッター19の高さの
差だけ調整して、プラズマトーチ22の高さを、前記砥
石カフター19により切断した個所の高さに一致させた
後、プラズマトーチ進退用液圧シリンダ−21の作動に
よりプラズマアク切断装置5を鋼管Aの周壁内面側に押
出し、プラズマトーチ22を鋼管Aの周壁内面に近接さ
せ、旋回シャフト3を回転させながら前記各ケーブルホ
ース類23を介して、プラズマトーチ22に高周波高圧
電流を供給し、パイロ、トアークを発生させ、次いでプ
ラズマトーチ22と鋼管Aとの間にプラズマメインアー
クを発生させて、砥石カッター19にて切断しなかった
鋼管への周壁の円周方向の切断を行う。
As described above, after penetrating a part of the peripheral wall of the steel pipe A, the grindstone cutter 19 is retreated to the fixed position, the hydraulic cylinder 11 for raising and lowering the rotating shaft is operated, and the height of the rotating shaft 3 is adjusted by the plasma torch. After adjusting the height difference between the plasma torch 22 and the grindstone cutter 19 to make the height of the plasma torch 22 match the height of the part cut by the grindstone cutter 19, the hydraulic cylinder 21 for advancing and retracting the plasma torch is adjusted. When activated, the plasma cutting device 5 is pushed toward the inner surface of the circumferential wall of the steel pipe A, the plasma torch 22 is brought close to the inner surface of the circumferential wall of the steel pipe A, and the plasma torch 22 is moved through the cable hoses 23 while rotating the turning shaft 3. A high-frequency high-voltage current is supplied to generate a pyroelectric arc, and then a plasma main arc is generated between the plasma torch 22 and the steel pipe A to cut the circumference of the peripheral wall of the steel pipe that was not cut by the grindstone cutter 19. Make directional cuts.

このようにし、て鋼管Aの周壁の切断が完了すると、プ
ラズマアーク切断装置5を元の位置に戻し、全ての作動
を当初の状態に復帰させる。
When the cutting of the peripheral wall of the steel pipe A is completed in this way, the plasma arc cutting device 5 is returned to its original position and all operations are returned to their original state.

「発明の効果」 以上述べた如く、本発明方法によれば、厚肉の鋼管杭、
鋼管矢板等の鋼管を能率よく水中にて切断することがで
きる。
"Effects of the Invention" As described above, according to the method of the present invention, thick-walled steel pipe piles,
Steel pipes such as steel pipe sheet piles can be efficiently cut underwater.

特に、プラズマアーク切断装置は、運転が容易であり、
かつ切断速度が早いため、切断コストを大幅に低減でき
る。
In particular, plasma arc cutting equipment is easy to operate,
Moreover, since the cutting speed is fast, cutting costs can be significantly reduced.

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

第1図は本発明方法において用いる切断装置の実施例を
示す縦断面図、第2図は、第1図におけるX −X l
jl断面図、@3図は砥石カッター装置の正面図、第4
図(イ)、(ロ)、(ハ)は、被切断個所における鋼管
周壁の一部の各加工例を示す横断面図である。 A・・・鋼管       B・・切断装置l・・・ケ
ーシング    2・・・保持手段3・・・旋回シャフ
ト   4・・・砥石カッター装置5・・・プラズマア
ーク切断装置 7・・・当接部材 8・・・当接用液圧シリンダ− 11・・・旋回シャフト昇降用液圧シリンダ−13・・
・旋回駆動装置 17・・・砥石カッター進退用液圧ソリンダー18・・
・スライドボックス 19・・・砥石カッター20・・
・モーター 21・・プラズマトーチ進退用液圧シリンダ−22・・
・プラズマトーチ  23・・・ケーブル・ホース類第
2図 第3図 第1図 第4図 加工部
FIG. 1 is a vertical sectional view showing an embodiment of the cutting device used in the method of the present invention, and FIG.
jl sectional view, Figure @3 is the front view of the grindstone cutter device, No. 4
Figures (a), (b), and (c) are cross-sectional views showing examples of processing a part of the peripheral wall of the steel pipe at the location to be cut. A... Steel pipe B... Cutting device l... Casing 2... Holding means 3... Rotating shaft 4... Grindstone cutter device 5... Plasma arc cutting device 7... Contact member 8 ...Hydraulic pressure cylinder for contact 11...Hydraulic pressure cylinder for lifting and lowering the rotating shaft 13...
・Swivel drive device 17... Hydraulic solinder 18 for advancing and retreating the grindstone cutter...
・Slide box 19...Whetstone cutter 20...
・Motor 21 ・Hydraulic cylinder for plasma torch advancement and retreat 22 ・・
・Plasma torch 23... Cables and hoses Figure 2 Figure 3 Figure 1 Figure 4 Processing section

Claims (2)

【特許請求の範囲】[Claims] (1)被切断個所における鋼管周壁の一部に、穿孔、切
削、研削、溝付け等の加工を施した後、この加工部位か
らプラズマアーク切断手段により鋼管周壁を切断するこ
とを特徴とする鋼管の水中切断方法。
(1) A steel pipe characterized in that a part of the steel pipe peripheral wall at the location to be cut is subjected to processing such as drilling, cutting, grinding, grooving, etc., and then the steel pipe peripheral wall is cut from this processed region by plasma arc cutting means. underwater cutting method.
(2)前記穿孔、切削、研削、溝付け等の加工手段とし
て、ドリル等の穿孔刃物、砥石カッター、ウォータージ
ェット、メタルソーあるいはエンドミル等の溝切り刃物
を用いることを特徴とする請求項第1に記載の鋼管の水
中切断方法。
(2) As the processing means for drilling, cutting, grinding, grooving, etc., a perforating tool such as a drill, a grooving tool such as a grindstone cutter, a water jet, a metal saw, or an end mill is used. The described underwater cutting method for steel pipes.
JP2099912A 1990-04-16 1990-04-16 Underwater cutting method for thick steel pipe Expired - Fee Related JPH0676691B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2099912A JPH0676691B2 (en) 1990-04-16 1990-04-16 Underwater cutting method for thick steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2099912A JPH0676691B2 (en) 1990-04-16 1990-04-16 Underwater cutting method for thick steel pipe

Publications (2)

Publication Number Publication Date
JPH041320A true JPH041320A (en) 1992-01-06
JPH0676691B2 JPH0676691B2 (en) 1994-09-28

Family

ID=14259988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2099912A Expired - Fee Related JPH0676691B2 (en) 1990-04-16 1990-04-16 Underwater cutting method for thick steel pipe

Country Status (1)

Country Link
JP (1) JPH0676691B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6490317A (en) * 1987-05-15 1989-04-06 Kawasaki Steel Co Cutter for sheet pile of steel pipe
JPH0292466A (en) * 1988-09-28 1990-04-03 Koike Sanso Kogyo Co Ltd Plasma arc cutting method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6490317A (en) * 1987-05-15 1989-04-06 Kawasaki Steel Co Cutter for sheet pile of steel pipe
JPH0292466A (en) * 1988-09-28 1990-04-03 Koike Sanso Kogyo Co Ltd Plasma arc cutting method

Also Published As

Publication number Publication date
JPH0676691B2 (en) 1994-09-28

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