JPS6225912B2 - - Google Patents

Info

Publication number
JPS6225912B2
JPS6225912B2 JP57080200A JP8020082A JPS6225912B2 JP S6225912 B2 JPS6225912 B2 JP S6225912B2 JP 57080200 A JP57080200 A JP 57080200A JP 8020082 A JP8020082 A JP 8020082A JP S6225912 B2 JPS6225912 B2 JP S6225912B2
Authority
JP
Japan
Prior art keywords
pipeline
machine frame
legs
frame
walking 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
JP57080200A
Other languages
Japanese (ja)
Other versions
JPS5989886A (en
Inventor
Shinichi Nakatsuji
Yasufumi Hajima
Tooru Ando
Retsu Gomi
Norikazu Pponma
Minoru Okugawa
Yoshitane Ishino
Toshihisa Naruse
Toshuki Sawano
Kanji Tsubakihara
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.)
National Institute of Advanced Industrial Science and Technology AIST
Original Assignee
Agency of Industrial Science and Technology
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 Agency of Industrial Science and Technology filed Critical Agency of Industrial Science and Technology
Priority to JP57080200A priority Critical patent/JPS5989886A/en
Publication of JPS5989886A publication Critical patent/JPS5989886A/en
Publication of JPS6225912B2 publication Critical patent/JPS6225912B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は海底パイプライン等の埋設機に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a burying machine for submarine pipelines and the like.

従来の技術 従来から、海底に敷設されるパイプライン等の
埋設機として、プラウを船によつて曳航し、該プ
ラウで海底を掘削しながら、パイプライン等を敷
設し、同時に該パイプライン等を埋設するもの、
クローラ式走行体に掘削手段を備え、該走行体を
パイプライン等に沿つて走行させながら海底を掘
削してパイプライン等を埋設するもの等がある。
Conventional technology Conventionally, a plow has been used as a burying machine for laying pipelines, etc. on the seabed, by towing it by a ship, and while excavating the seabed with the plow, laying the pipeline, etc., and simultaneously removing the pipeline, etc. things to bury;
There is a crawler-type traveling body equipped with excavation means, which excavates the seabed and buries the pipeline or the like while traveling along the pipeline or the like.

発明が解決しようとする問題点 しかし、前者のものはプラウを船によつて曳航
させながら作業を行うために制御が困難であり、
かつ水深の浅い所にしか適用できない問題点を有
する。
Problems to be Solved by the Invention However, the former method is difficult to control because the plow is towed by a ship during work.
Moreover, it has the problem that it can only be applied to shallow water depths.

後者のものはパイプライン等をクローラによつ
て踏潰さないように、即ちクローラがパイプライ
ン等を跨ぐように走行体を海面から降下させなけ
ればならず、その作業が困難な上に、海底の岩石
や軟弱地等では走行不能となつたり、走行方向の
修正制御が困難となつてパイプラインを踏潰する
虞れがある等の問題点を有する。
In the latter case, in order to avoid crushing the pipeline etc. by the crawler, it is necessary to lower the traveling body from the sea surface so that the crawler straddles the pipeline etc., which is not only difficult, but also causes damage to the seabed. It has problems such as being unable to travel on rocky or soft ground, or making it difficult to control the direction of travel, leading to the risk of crushing the pipeline.

すなわち、パイプラインを埋設するには予じめ
パイプラインを海底に所定の方向に配設し、この
パイプラインに沿つて埋設機を走行してパイプラ
インの下部に溝を掘削することでパイプラインを
沈設するようにしていると共に、後者のものは左
右一対のクローラ式走行体を海底に接地して走行
するものであり、この埋設機でパイプラインを埋
設するには、作業船より吊下げ海底に予じめ配設
した既設のパイプラインを左右のクローラ式走行
体が跨くように跨座させる必要があるが、大水深
或いは海象、気象条件の良くない時には作業船よ
り吊下げた埋設機をパイプライン上の所定の位置
に跨座制御することが困難になり、クローラ式走
行体がパイプライン上に乗つて踏潰し損傷を与え
る危険性がある。このことは左右一対のクローラ
式走行体の間隔を構造上あまり広くできないこと
も原因の一つである。
In other words, to bury a pipeline, the pipeline is laid out in advance on the seabed in a predetermined direction, and a burying machine is run along the pipeline to excavate a trench below the pipeline. The latter uses a pair of left and right crawler-type vehicles that are grounded on the seabed, and in order to bury the pipeline with this burying machine, it must be suspended from a work boat and placed on the seabed. It is necessary to straddle the existing pipeline, which has been laid out in advance, so that the left and right crawler-type traveling bodies straddle it. It becomes difficult to straddle and control the pipeline at a predetermined position on the pipeline, and there is a risk that the crawler type vehicle will ride on the pipeline and crush it, causing damage. One of the reasons for this is that the distance between the pair of left and right crawler-type traveling bodies cannot be made very large due to the structure.

そして、前述のようにして埋設機がパイプライ
ン上に跨座した後、パイプラインの下方に溝を掘
削するがこの場合、埋設機はパイプラインに沿つ
た追従走行制御を行う必要がある。なぜならパイ
プラインの敷設方向と埋設機本体の方向及びパイ
プラインとクローラ式走行体の相対位置は常に一
定に保つようにして走行する必要があるためであ
る。しかしながら左右一対のクローラ式走行体を
備えた埋設機の走行方向を修正制御するには、修
正する方向のクローラ式走行体を固定(ブレーキ
状態)し残りのクローラ式走行体を回転させて左
右クローラ式走行体の回転速度差により地面との
すべりを利用して行なうが、この時の制御量(回
転速度差)は土質及び地形により大幅に異なり、
制御が困難となり、時には埋設機のクローラ式走
行体をパイプラインに衝突させて踏潰し損傷を与
えることにもなる。
After the burying machine straddles the pipeline as described above, a trench is excavated below the pipeline, but in this case, the burying machine needs to perform follow-up travel control along the pipeline. This is because the pipeline installation direction, the direction of the burying machine body, and the relative position of the pipeline and the crawler type traveling body must always be kept constant while traveling. However, in order to correct and control the running direction of a burial machine equipped with a pair of left and right crawler-type traveling bodies, the crawler-type traveling body in the direction to be corrected is fixed (braked), and the remaining crawler-type traveling bodies are rotated to control the left and right crawlers. This is done by utilizing the slippage with the ground due to the difference in rotational speed of the type traveling body, but the amount of control (rotational speed difference) at this time varies greatly depending on the soil quality and topography.
Control becomes difficult, and sometimes the crawler-type traveling body of the burying machine collides with the pipeline, causing crushing damage.

そこで本発明は、パイプラインを踏潰して損傷
することなく海底にパイプラインを埋設できるよ
うにした海底パイプライン等の埋設機を提供する
ことを目的とする。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a burying machine for undersea pipelines, etc., which is capable of burying a pipeline in the seabed without crushing the pipeline and damaging it.

問題点を解決するための手段及び作用 3本以上の脚をそれぞれ備えた外機枠および内
機枠を、相対的に少なくとも水平一方向に移動可
能かつ旋回可能に配設するとともに、少なくとも
上記外機枠または内機枠の脚を伸縮自在に配設し
て海底歩行装置を構成し、該海底歩行装置の外機
枠又は内機枠のどちらか一方に一対の掘削用カツ
タを斜め下方に向けて相対向して略下向三角形状
に配設して、一対のカツタを海底に敷設したパイ
プライン等の両側から該パイプライン等を抱え込
むように位置させながら上記海底歩行装置をパイ
プライン等に沿つて歩行させ、もつてパイプライ
ン等の下方土砂を排除してそこにパイプライン等
を沈設させるようにしたものである。
Means and operation for solving the problem An outer machine frame and an inner machine frame each having three or more legs are arranged so as to be relatively movable and pivotable in at least one horizontal direction, and A submarine walking device is constructed by telescopically arranging the legs of the machine frame or the inner machine frame, and a pair of excavation cutters are directed diagonally downward on either the outer machine frame or the inner machine frame of the submarine walking device. The undersea walking device is placed on the pipeline, etc. while the pair of cutters are positioned so as to hug the pipeline, etc. from both sides of the pipeline, etc. laid on the seabed. The system allows the user to walk along the pipeline, remove the earth and sand from beneath the pipeline, and then deposit the pipeline or the like there.

実施例 以下図面に示した実施例を参照しながら本発明
を説明する。第1図〜第3図は本発明に係る埋設
機の全体を示した正面図、平面図および側面図で
ある。この図示した埋設機は、4本の脚1を備え
た外機枠2と、4本の脚3を備えた内機枠4とを
移動機構を介して互いに連結するとともに、上記
各脚1,3を伸縮自在に配設して海底歩行装置を
構成し、さらに該歩行装置の下方に、斜下方に向
けて略下向三角形状に対向させた一対の掘削用回
転カツタ5a,5bを配設したものである。
Embodiments The present invention will be described below with reference to embodiments shown in the drawings. 1 to 3 are a front view, a plan view, and a side view showing the entire burying machine according to the present invention. The illustrated burying machine connects an outer machine frame 2 with four legs 1 and an inner machine frame 4 with four legs 3 to each other via a moving mechanism, and also connects each of the legs 1, 3 are telescopically arranged to constitute a submarine walking device, and a pair of excavating rotary cutters 5a and 5b facing diagonally downward and facing each other in a substantially downward triangular shape is further provided below the walking device. This is what I did.

海底歩行装置の移動機構は、外機枠2に対して
内機枠4を前後方向(第2図における上下方向)
および左右方向に移動可能かつ旋回可能に設置さ
せるもので、例えば内機枠4を旋回ユニツト6の
旋回部材に固設し、旋回ユニツト6の固定側部材
を外機枠2のフレームに沿つて摺動自在に配設す
るとともに、それらの間にラツク、ピニオン等の
駆動手段を配設し、モータ等の駆動源を作動させ
てピニオンを回転させ、それによつて旋回ユニツ
ト6を外機枠2のフレームに沿つて移動させる。
勿論、上記旋回ユニツト6の旋回部材と固定側部
材間にも、例えばモータ等によつて回転される駆
動ギヤと従動ギヤ等からなる駆動手段が配設され
ている。また、脚1,3は第4図に示したよう
に、基部筒7aと該基部筒内に摺動自在に嵌挿さ
せた伸縮筒7bより構成されており、基部筒7a
内には油圧シリンダ8が収容されている。この油
圧シリンダ8のピストンロツド8a先端は伸縮筒
7bの先端部内側に接続され、基部筒7aに対し
て伸縮筒7bの伸縮が自在に行えるように構成さ
れており、さらに伸縮筒7bの先端には接地板9
が取付けられている。なお、実施例に示した外機
枠2には、さらに上部隅にスラスタ10が配設さ
れ、また上部前後左右に浮方タンク11が配設さ
れている。
The moving mechanism of the submarine walking device moves the inner machine frame 4 in the front and back direction (vertical direction in Fig. 2) with respect to the outer machine frame 2.
The inner machine frame 4 is fixed to the rotating member of the rotating unit 6, and the fixed side member of the rotating unit 6 is slid along the frame of the outer machine frame 2. In addition to movably disposed, a drive means such as a rack and a pinion is disposed between them, and a drive source such as a motor is operated to rotate the pinion, thereby moving the swing unit 6 to the outer engine frame 2. Move along the frame.
Of course, a driving means consisting of a driving gear and a driven gear rotated by a motor or the like is also disposed between the turning member and the stationary member of the turning unit 6. Further, as shown in FIG. 4, the legs 1 and 3 are composed of a base cylinder 7a and an extendable cylinder 7b that is slidably inserted into the base cylinder.
A hydraulic cylinder 8 is housed inside. The tip of the piston rod 8a of this hydraulic cylinder 8 is connected to the inside of the tip of the telescopic cylinder 7b, and is configured so that the telescopic cylinder 7b can freely extend and contract with respect to the base cylinder 7a. Ground plate 9
is installed. In addition, the outer engine frame 2 shown in the embodiment is further provided with a thruster 10 at the upper corner, and floating tanks 11 are provided at the front, rear, left and right sides of the upper part.

この歩行装置は、支援船によつて海中に吊下げ
られ、海底の適宜位置に着座され、以下のように
制御されて海底を歩行する。
This walking device is suspended in the sea by a support ship, is seated at an appropriate position on the seabed, and is controlled as follows to walk on the seabed.

歩行装置を前後方向に移動させる場合は、まず
第5図aに示すように、内機枠4の脚3を縮小さ
せ、その状態で内機枠4を移動させ(第5図
b)、次いで脚3を伸長して該脚3を接地させ
(第5図c)、続いて外機枠2の脚1を縮小させ、
その状態で外機枠2を移動させ(第5図d)、そ
こに脚1を接地させる。このような動作を繰返す
ことによつて歩行装置を所望する距離だけ前後方
向に移動させることができる。
When moving the walking device in the front-back direction, first reduce the legs 3 of the inner machine frame 4 as shown in Fig. 5a, move the inner machine frame 4 in this state (Fig. 5b), and then Extend the leg 3 and bring the leg 3 into contact with the ground (Fig. 5c), then contract the leg 1 of the outer engine frame 2,
In this state, the outer engine frame 2 is moved (Fig. 5d), and the legs 1 are grounded there. By repeating such operations, the walking device can be moved forward and backward by a desired distance.

歩行装置を左右方向に移動させる場合は、上記
と同様に、第6図a〜dに示したように同機枠4
と外機枠2とを交互に移動させることによつて歩
行装置を左右方向に移動させることができる。
When moving the walking device in the left-right direction, similarly to the above, move the aircraft frame 4 as shown in Figures 6a to 6d.
By alternately moving the outer machine frame 2 and the outer frame 2, the walking device can be moved in the left-right direction.

また歩行装置を旋回させる場合は、まず第7図
aに示したように、内機枠4の脚3を縮小させ、
その状態で内機枠4を任意の角度θだけ旋回させ
(第7図b)、次いで脚3を伸長して該脚3を接地
させ(第7図c)、続いて外機枠2の脚1を縮小
させ、その状態で外機枠2を角度θだけ旋回させ
(第7図d)、そこに脚1を伸長して接地させる。
In addition, when turning the walking device, first, as shown in FIG. 7a, the legs 3 of the inner machine frame 4 are reduced,
In this state, the inner machine frame 4 is rotated by an arbitrary angle θ (Fig. 7b), then the legs 3 are extended and the legs 3 are brought into contact with the ground (Fig. 7c), and then the legs of the outer machine frame 2 are 1 is contracted, and in this state, the outer engine frame 2 is rotated by an angle θ (FIG. 7d), and the legs 1 are extended and touched on the ground.

このような歩行装置の制御は、装置に設置した
テレビカメラ等の監視手段等によつて得られる情
報に基づいて船上において適宜行われる。
Such control of the walking device is appropriately performed onboard the ship based on information obtained by monitoring means such as a television camera installed on the device.

実施例に示した海底ケーブルライン等の埋設機
は、第8図、第9図で詳細に示したように、内機
枠4に掘削用カツタ5a,5bを配設している。
このカツタ5a,5bは周囲に櫛刃を有し、その
上内部に吸引口を有しており、上部をモータ12
a,12bによつて回転可能に支持されている。
さらに、モータ12a,12bは一端をカツタ5
a,5bの吸引口に接続したL型パイプ13a,
13bに指示され、該パイプ13a,13bはポ
ンプ14a,14bにスイベルジヨイント15
a,15bによつて支持され、これらによつてカ
ツタ5a,5bは第8図の状態から第9図の格納
された状態に姿勢を変更し得るようになつてお
り、L型パイプ13a,13bと内機枠4のフレ
ーム間に介装させたシリンダ16a,16bによ
つて姿勢を制御される。なお17a,17bは一
端をポンプ14a,14bに接続し、他端を内機
枠4外に開口させた土砂排出管である。
The burying machine for submarine cable lines and the like shown in the embodiment has excavation cutters 5a and 5b disposed in the inner machine frame 4, as shown in detail in FIGS. 8 and 9.
These cutters 5a, 5b have comb blades around them, have a suction port inside, and the upper part is connected to a motor 12.
It is rotatably supported by a and 12b.
Furthermore, the motors 12a and 12b have one end connected to the cutter 5.
L-shaped pipe 13a connected to the suction port of a, 5b,
13b, the pipes 13a, 13b are connected to the pumps 14a, 14b at the swivel joint 15.
a, 15b, by which the cutters 5a, 5b can change their posture from the state shown in FIG. 8 to the retracted state shown in FIG. 9, and are supported by L-shaped pipes 13a, 13b. The posture is controlled by cylinders 16a and 16b interposed between the frame of the inner machine frame 4. Note that 17a and 17b are earth and sand discharge pipes having one end connected to the pumps 14a and 14b and the other end opening to the outside of the inner machine frame 4.

このようにして内機枠4に配設されたカツタ5
a,5bは、第9図の格納された状態から、シリ
ンダ16a,16bを制御して第8図の状態、即
ちパイプライン18等を抱え込むようにセツトさ
れ、さらにモータ12a,12bを駆動して回転
し、パイプライン18等下方の土砂を掘削する。
同時に、ポンプ14a,14bを作動させて、掘
削された土砂をL型パイプ13a,13b、土砂
排出管17a,17bを経て内機枠4外に排出す
る。この動作を歩行装置によつてパイプライン1
8等に沿つて連続的に行い、パイプライン18等
を海底に沈設する。
The cutter 5 arranged in the inner machine frame 4 in this way
a and 5b are set from the stored state shown in FIG. 9 to the state shown in FIG. 8 by controlling the cylinders 16a and 16b, that is, to hold the pipeline 18, etc., and further drive the motors 12a and 12b. It rotates and excavates the earth and sand below the pipeline 18, etc.
At the same time, the pumps 14a and 14b are operated to discharge the excavated earth and sand to the outside of the inner machine frame 4 through the L-shaped pipes 13a and 13b and the earth and sand discharge pipes 17a and 17b. This movement is transferred to pipeline 1 by a walking device.
This will be carried out continuously along the 8th grade, and the pipeline 18th etc. will be sunk into the seabed.

本発明を実施例によつて説明したが、本発明は
要するにパイプライン等に沿つて歩行する海底歩
行装置と、該装置に設置され、パイプライン等を
抱え込むようにしてその下側の土砂を掘削排除す
るカツタを備えていることが要件であり、例え
ば、伸縮する脚の接地板に替えてクローラを配設
するなど特許請求の範囲で各種態様を採り得る。
Although the present invention has been described with reference to embodiments, the present invention basically consists of a submarine walking device that walks along a pipeline, etc., and a submarine walking device that is installed in the device and excavates the earth and sand beneath it while holding the pipeline, etc. It is a requirement to have a cutter for eliminating, and various aspects may be adopted within the scope of the claims, such as, for example, crawlers may be provided in place of the ground plates of the extendable legs.

発明の効果 内機枠の脚と外機枠の脚を交互に伸縮させ、内
機枠と外機枠を相互に前後又は左右の少なくとも
一方或いは旋回動作を行ないながら走行する間欠
走行式の海底歩行装置に一対のカツタを設けた構
造であるから、海底に着地させる際に従来のクロ
ーラ式走行体を備えた埋設機のようにパイプライ
ンを跨ぐように直接吊り下げて跨座する必要がな
く、パイプラインの近傍に着地させてそこから所
定の位置に走行移動しパイプラインを跨ぐように
着座でき、大水深或いは海象、気象条件の良くな
い時でもパイプライン上に乗つて踏潰すことなく
海底と着座できる。
Effects of the invention An intermittent traveling submarine walking system in which the legs of the inner machine frame and the legs of the outer machine frame are alternately expanded and contracted, and the inner machine frame and the outer machine frame travel while performing at least one of back and forth or left and right or turning movements. Since the device has a structure with a pair of cutters, there is no need to directly suspend and straddle the pipeline when landing on the seabed, unlike conventional burial machines equipped with crawler-type running bodies. It is possible to land near the pipeline, move from there to a predetermined position, and sit as if straddling the pipeline.Even in deep water or in bad sea conditions or weather conditions, the user can ride on the pipeline and reach the seabed without trampling on it. Can be seated.

また、外機枠と内機枠のどちらか一方の脚を接
地させ、脚が接地していないどちらか他方を旋回
させることで走行方向を修正制御でき、その走行
方向の修正制御が容易となると共に、誤まつてパ
イプラインを踏潰して損傷することがなく、しか
も海底の岩石や軟弱地等でも確実に走行すること
ができる。
In addition, by touching one of the legs of the outer machine frame or the inner machine frame and rotating the other leg that is not in contact with the ground, the running direction can be corrected and controlled, making it easy to correct the running direction. In addition, there is no possibility of accidentally crushing the pipeline and damaging it, and it can also run reliably even on rocks and soft ground on the seabed.

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

第1図は本発明に係る海底パイプライン等の埋
設機を示した正面図、第2図はその平面図、第3
図は側面図、第4図は脚の構造を示した縦断面
図、第5図a,b,c,dは本発明に係る埋設機
の前後方向の移動を説明した図、第6図a,b,
c,dはその埋設機の左右の移動を説明した図、
第7図a,b,c,dはその埋設機の旋回を説明
した図、第8図は本発明に係るカツタを示した正
面図、第9図はそのカツタを格納した状態を示し
た平面図である。 1……脚、2……外機枠、3……脚、4……内
機枠、5a,5b……カツタ、6……旋回ユニツ
ト、8……シリンダ、12a,12b……モー
タ、13a,13b……L型パイプ、17a,1
7b……土砂排出管。
FIG. 1 is a front view showing a burying machine for submarine pipelines, etc. according to the present invention, FIG. 2 is a plan view thereof, and FIG.
The figure is a side view, FIG. 4 is a vertical sectional view showing the structure of the legs, FIGS. ,b,
c and d are diagrams explaining the left and right movement of the burial machine,
Figures 7a, b, c, and d are diagrams explaining the turning of the burying machine, Figure 8 is a front view showing the cutter according to the present invention, and Figure 9 is a plan view showing the cutter in the retracted state. It is a diagram. 1...Leg, 2...Outer machine frame, 3...Leg, 4...Inner machine frame, 5a, 5b...Cut, 6...Swivel unit, 8...Cylinder, 12a, 12b...Motor, 13a , 13b... L-shaped pipe, 17a, 1
7b...Sediment discharge pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 3本以上の脚をそれぞれ備えた外機枠および
内機枠を、相対的に少なくとも水平一方向に移動
可能かつ旋回可能に配設するとともに、少なくと
も上記外機枠または内機枠の脚を伸縮自在に配設
して海底歩行装置を構成し、該海底歩行装置の外
機枠又は内機枠のどちらか一方に一対の掘削用カ
ツタを斜め下方に向けて相対向して略下向三角形
状に配設したことを特徴とする海底パイプライン
等の埋設機。
1. An outer machine frame and an inner machine frame each having three or more legs are arranged so as to be relatively movable and pivotable in at least one horizontal direction, and at least the legs of the outer machine frame or the inner machine frame are A pair of excavation cutters are arranged to be extendable and retractable to constitute a submarine walking device, and a pair of excavating cutters are arranged diagonally downward and facing each other on either the outer frame or the inner frame of the submarine walking device so as to form a substantially downward triangle. A burying machine for submarine pipelines, etc., which is characterized by being arranged in a shape.
JP57080200A 1982-05-14 1982-05-14 Laying machine for submarine pipeline, etc. Granted JPS5989886A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57080200A JPS5989886A (en) 1982-05-14 1982-05-14 Laying machine for submarine pipeline, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57080200A JPS5989886A (en) 1982-05-14 1982-05-14 Laying machine for submarine pipeline, etc.

Publications (2)

Publication Number Publication Date
JPS5989886A JPS5989886A (en) 1984-05-24
JPS6225912B2 true JPS6225912B2 (en) 1987-06-05

Family

ID=13711739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57080200A Granted JPS5989886A (en) 1982-05-14 1982-05-14 Laying machine for submarine pipeline, etc.

Country Status (1)

Country Link
JP (1) JPS5989886A (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5740096Y2 (en) * 1979-06-30 1982-09-03
JPS56121982U (en) * 1980-02-15 1981-09-17

Also Published As

Publication number Publication date
JPS5989886A (en) 1984-05-24

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