EP0816574A1 - Vorrichtung zum Verlegen von Röhren oder Kabeln auf dem Meeresboden - Google Patents

Vorrichtung zum Verlegen von Röhren oder Kabeln auf dem Meeresboden Download PDF

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Publication number
EP0816574A1
EP0816574A1 EP96304922A EP96304922A EP0816574A1 EP 0816574 A1 EP0816574 A1 EP 0816574A1 EP 96304922 A EP96304922 A EP 96304922A EP 96304922 A EP96304922 A EP 96304922A EP 0816574 A1 EP0816574 A1 EP 0816574A1
Authority
EP
European Patent Office
Prior art keywords
trenching
machine
pipeline
connecting pipe
trenching machine
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.)
Withdrawn
Application number
EP96304922A
Other languages
English (en)
French (fr)
Inventor
Noel Pille
Robert De Backer
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.)
JAN DE NUL NV
Original Assignee
JAN DE NUL NV
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 JAN DE NUL NV filed Critical JAN DE NUL NV
Priority to EP96304922A priority Critical patent/EP0816574A1/de
Publication of EP0816574A1 publication Critical patent/EP0816574A1/de
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/108—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using suction-effect devices
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/107—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using blowing-effect devices, e.g. jets

Definitions

  • This invention relates to a trenching machine for lowering a pipeline into the seabed after pipeline installation.
  • a pipeline can be lowered into the seabed by removing the material of the seabed from below the pipeline by breaking up the material and removing the material thereby providing a trench under the pipeline.
  • the pipeline can then sink into the trench.
  • Known trenching machines use jetting nozzles to break up the seabed with the jetting power being supplied via a flexible hose from an operating platform such as a pipelay barge.
  • Such known trenching machines have the disadvantage of having a limited travelling speed within the limits of the operating barge.
  • a trenching machine for lowering a pipeline into the seabed after pipeline installation on the seabed, the trenching machine comprising a trenching body and a connecting pipe wherein, in use, the trenching machine is attached by the connecting pipe to a dredging vessel which propels the trenching machine and wherein the connecting pipe provides suction and jet power to the trenching body from the dredging vessel the trenching machine also comprising a pair of skids to provide horizontal stability to the trenching machine.
  • the skids provide the advantage of increasing the clearance between the pipeline and the trenching body due to the span crossing ability of the skids.
  • a steering means for fine steering is provided at a coupling point of the connecting pipe and the trenching body.
  • At least part of the connecting pipe is sufficiently rigid to act as a towing mechanism attached to the vessel for towing the trenching machine along the seabed.
  • the trenching body is in the form of a pair of legs which, in use, are placeable either side of the pipeline.
  • the legs deliver jets of water and suction power to the seabed material.
  • the legs may be attached to the trenching body such that the legs can be raised or lowered independently along an axis perpendicular to the pipeline in order to allow safe deployment over the pipeline.
  • the legs can be raised and lowered hydraulically to adjust the trench depth.
  • the legs may be provided with forward and side facing jets and inward facing ducts through which material is pumped out of the trench.
  • the skids may be adjustable in height to compensate for variations in the clearance between the pipeline and the trenching body.
  • the trenching body is attached to the connecting pipe via a universal and rotating coupling which gives three axes of freedom namely, pitch, roll and yaw.
  • Rollers may be provided adjacent the pipeline to monitor pipeline contact forces.
  • the trenching machine may preferably include a surveillance system to allow operators of the trenching machine to observe the machine.
  • the trenching machine may also optimally include an instrumentation system to monitor the trenching machine and the interaction with the pipeline.
  • the connecting pipe includes a suction pipe and a water jet pipe.
  • a trenching system for providing a trench for a pipeline in a seabed, the trenching system comprising a trenching body, a self-propelled dredging vessel and a connecting pipe, the connecting pipe connecting the trenching body to the dredging vessel and providing suction and jet power to the trenching body from the dredging vessel, wherein the vessel propels the trenching body along the seabed, the trenching system also including a pair of skids disposed on either side of the trenching body to provide horizontal stability to the trenching body.
  • the vessel is a trailer suction hopper dredger working on dynamic tracking.
  • a method of providing a trench in a seabed for a pipeline comprising dragging a trenching body along the seabed by a self-propelled vessel, wherein the trenching body is attached to the vessel by a connecting pipe which supplies suction and jet power to the trenching body, the trenching body being horizontally stabilised by the provision of a pair of skids on either side of the trenching body.
  • the trenching body is steered by a fine steering means provided at a coupling point of the connecting pipe and the trenching body.
  • a trenching machine for lowering a pipeline into the seabed after pipeline installation on the seabed, the trenching machine comprising a trenching body and a connecting pipe wherein, in use, the trenching machine is attached by the connecting pipe to a dredging vessel which propels the trenching machine and wherein the connecting pipe provides suction and jet power to the trenching body from the dredging vessel the trenching machine also comprising a steering means provided at a coupling point between the connecting pipe and the trenching body.
  • a trenching machine 1 is positioned over a pipeline 2 on a seabed 5.
  • the trenching machine 1 is attached via a coupling 10 and steering mechanism to a connecting pipe 9.
  • the trenching machine 1 is controlled and operated from a vessel in the form of a trailer suction hopper dredger (not shown).
  • the trenching machine 1 uses the high jet and dredge pump power of the hopper dredger in order to post lower the pipeline 2. In most cases this can be done in a single pass dependent on the trench depth and soil encountered.
  • the trenching machine 1 is primarily designed for sand although the jet power of the hopper dredger enables it to be used with clay and other materials.
  • the trenching machine 1 has a pair of parallel legs 4 which extend, in use, on either side of the pipeline 2.
  • the legs 4 each have inwardly projecting rollers 6 on their mutually adjacent sides.
  • a further roller 7 is disposed on the underside of the trenching body 3.
  • the rollers 6, 7 are of steel construction with a hard rubber coating and plain bearings.
  • the rollers 6, 7 are mounted on roller cradles and are positioned so as to prevent any other contact with the pipeline 2.
  • the rollers 6, 7 are instrumented vertically and laterally to monitor pipe contact forces.
  • the legs 4 are of steel fabricated construction with jet nozzles 24, 22 pointing sidewards and in the direction of travel of the trenching machine 1.
  • the side facing jet nozzles 22 are positioned on each of the legs 4 such that the side facing jet nozzles 22 are directed towards each other on either side of the pipeline 2 position.
  • the jet nozzles 22, 24 are nylon and replaceable to permit change to suit different soil types.
  • the jet nozzles 22, 24 are supplied with jet powered water from the vessel via a jet water pipe 14.
  • the jet water pipe 14 forms part of the connecting pipe 9.
  • the legs 4 also have a series of inward facing ducts 20 situated throughout the length of the legs 4.
  • the ducts 20 are connected to a suction pipe 12 acts as part of the connecting pipe 9. The material from the trench is pumped out of the trench by suction through the ducts 20 and through the suction pipe 12.
  • the legs 4 are attached via a hydraulic system to the trenching body 3.
  • the legs 4 can be raised and lowered hydraulically and independently from each other to allow safe deployment of the trencher above the pipeline 2 and to adjust the desired trench depth.
  • the legs 4 are raised and lowered by pivoting about an axis perpendicular to the pipeline 2.
  • the hydraulic system is in the form of an electric motor driving a hydraulic pump which provides oil to an oil filled valve tank.
  • the suction pipe 12 and the jet water pipe 14 are attached via a universal and rotatable coupling 10 to the trenching machine 1 to give three axes of freedom for the trenching machine 1 namely pitch, roll and yaw.
  • Fine steering means are provided at the coupling 10.
  • the fine steering means is in the form of a hydraulic module which does not rely on contact with the pipeline 2 and which alters the direction of the skids 8 by reference to the coupling 10.
  • the trenching machine 1 is a seabed referencing device which runs on skids 8.
  • the trenching body 3 has two skids 8 positioned on either sides of the legs 4.
  • the trenching machine 1 has roll freedom so that it can follow the shape of the seabed 5. In this way, the horizontal position of the trenching machine 1 is unaffected by the connecting pipe 9.
  • the skids 8 are sufficiently large to give adequate support on soft soil.
  • the skids 8 are placed sufficiently in advance of the legs 4 in order to reduce the risk of undermining by the excavation.
  • the figures show the skids 8 in two different height positions.
  • the trenching machine 1 is provided with a surveillance system which includes obstacle avoidance sonar to look ahead and to the side of the trenching machine 1, profiling sonar at the front and back of the trenching machine 1 for locating the pipeline 2 and monitoring the trench created. Cameras are also provided, one forward, one aft and both on pan and tilt. Four lights are also mounted on the trenching machine 1 in optimum positions.
  • the trenching machine 1 includes an instrumentation system with load cells to measure force, in cylinder transducers to measure position and a number of other transducers.
  • the parameters which the instrumentation system controls are pipe contact forces, jet leg reaction, jet leg position, pipe height, suction pipe angle, pitch and roll, speed of wheel running on pipe, moisture ingress to electronics pod, water depth, suction and jet pressure.
  • the trenching machine 1 is fitted with a one atmosphere pressure vessel which acts as a junction box for electrical harnesses and contains the data gathering unit.
  • the unit communicates via the connecting pipe 9 with the control cabin on the bridge of the vessel.
  • the unit also controls the hydraulic valves, instrumentation and surveillance.
  • An umbilical system linking the vessel to the junction box is attached to the suction pipe 12 and is an armoured type.
  • Control equipment for the trenching machine 1 is installed on the bridge of the dredging vessel.
  • All the power, umbilical and signal cables are glanded into a separate air conditioned area of the vessel to keep the temperature of the components within their operational limits. All high voltage equipment is shielded and the transformers are enclosed in a frame for safety.
  • a processor system is provided which is designed so that the operator can directly change transducer calibration constants and alarm levels, and can chose the graphics picture layout.
  • the system also has flexibility. If, say, an extra transducer is added, then the required changes to the software can be done quickly and easily using a programmer.
  • the processor system is initially programmed by a computer. During normal operations the computer and processor system are linked. A data logging packager is provided so the information can be obtained as hard copy from the printer and in addition the data can be logged onto the computer hard disc.
  • a "snapshot" of the control system can be taken and printed out. This shows all variables at the time the snapshot was requested together with scaling factors and alarm system settings.
  • a spare computer is also provided which can be used to monitor data in the processor system running program. It is not possible to both data log and monitor the processor system program from one computer at the same time, so the use of two computers allows continuous data logging, even if processor system monitoring is required for reasons such as fault diagnosis or changes to software.
  • a chart recorder is used to provide a visual record of chosen variables.
  • the chart recorder generates an independent "real time" record.
  • a remote display unit is provided, and this is usually mounted on the bridge.
  • the remote display unit contains two black and white monitors and two RGB monitors.
  • the pilot screen, profiling sonar and two TV pictures can be displayed, using outputs from video switches in a control area.
  • the trenching machine 1 is designed to suit post trenching of varying diameters of pipeline from 20'' to 46'' and trench depths from 0.0 to 3.0 m. Prior to deployment from the dredger the trenching machine 1 will be adjusted to alter the length and distance between the trenching machine's legs 4 in accordance with the given pipeline 2 diameter. Also the skids 8 will be set in order to achieve the clearance required with the given trench depth in view of possible freespans of the pipeline 2 between dunes on the seabed 5.
  • Depth of trenching is controlled by setting the angle of incidence of the legs 4 to the seabed 5 and the length of leg 4 which penetrates the seabed 5.
  • the legs 4 are modular and can therefore be lengthened or shortened prior to deployment.
  • Deployment of the trenching machine 1 takes place with the vessel moving forwards on dynamic tracking at around 0.3 to 3.0 knots.
  • the as laid pipeline coordinates (vertical and horizontal) will have been input to the vessel's navigation and dredging computers prior to deployment.
  • the deployment position will be 200 to 300m ahead of the start of the trenching run.
  • the trenching machine 1 is lowered to 5m above the seabed 5.
  • the electronic and visual sensor arrays installed on the trenching machine 1 are used for additional reference information.
  • the trenching machine 1 is then positioned laterally over the pipeline 2 by manual joy stick operation from the control position on the bridge of the vessel. Lateral position can be fine tuned by the jet water nozzles 22 exerting sidewards thrust.
  • the trenching machine 1 is lowered over the pipeline 2 and supported on its skids 8 on the seabed 5.
  • the trenching machine's 1 position is further adjusted by the forward motion provided by the vessel via the suction pipe, and fine steering by a hydraulic module fitted to the coupling 10.
  • This steering module which does not rely on contact with the pipeline 2, alters the skid 8 direction by reference to the universal coupling joint 10 between the trenching machine 1 and suction pipe 12.
  • the fine steering mechanism consists of an hydraulic cylinder which acts from the connecting pipe 9 to the rotating part of the universal coupling 10. As such the trencher body can rotate in the horizontal plane around the vertical axis of universal coupling 10, providing fine steering capacity around the theoretical pipeline alignment.
  • the fine steering is operated by joy-stick control from the control console on the vessel bridge.
  • one of the trenching legs 4 is hydraulically lowered into the seabed 5, which is at the greatest distance from the pipeline 2. Whilst moving forwards, the trenching machine 1 is further aligned and the other trenching leg 4 is lowered from the moment that the sensors display the position of the pipeline 2 in the center of the trenching machine 1.
  • the trenching operation can start.
  • the trenching from here on is an automated process with a manual overview and over-ride capability.
  • the complete operation is controlled by the dredging, trenching and navigation computers which monitor and steer the dredger hopper and trenching machine 1.
  • the trenching machine 1 is designed to operate at forward speeds between 0.3 and 3 knots, the forward movement being provided by pulling loads via the vessel's suction pipe 12.
  • the jet nozzles 22, 24 mounted on the front and inside of the trenching machine's legs 4 cause localised fluidisation of the soil thus reducing resistance to the legs 4 forward motion through the soil.
  • one trenching pass will be required to lower the pipeline 2 into sand to a depth of 1.5 m.
  • multipass operation could be required.
  • Trenching is achieved by the vessel's massive suction power ability to pump the soil liquified by the jets 22, 24 out of the trench.
  • suction ducts 20 are installed at some distance behind the jets 22, 24.
  • the soil under the pipeline 2 is sucked out of the trench via these ducts 20, and using the suction tube 12 and dredge pump, to which the trenching machine 1 is attached, the trench material can be loaded into the vessel's hopper.
  • the standard procedure however will be to repump the soil down a second suction pipe of the vessel to the seabed at approximately 30-40m parallel to the trench on the other side of the vessel with the mouth of the second suction pipe 10m or more above the seabed 5.
  • warning signals from strain sensitive contact rollers 6 on each of the trenching machine's legs 4 are monitored at the trenching machine's control console on the vessel bridge.
  • a continuous read out of the lateral contact pressure of the rollers 6 on the pipeline 2 will be available for pipe stress analysis purposes.
  • the tracking system continuously checks the horizontal and vertical position of the pipeline 2 in relation to the trenching machine's skids 8.
  • Similar vertical rollers 7 are also mounted on the trenching machine 1 to monitor any vertical contact forces to the pipeline 2. In order to have sufficient span crossing ability in case of post trenching being executed over sand dunes, a vertical clearance of 2.5m is available between the pipeline 2 and the trenching machine's main body 3 with a given trench depth up to 1.5m.
  • the trenching machine's legs 4 will be left in the seabed 5 at approximately 0.5m depth with the jets 22, 24 operating at reduced volume but without pumping the seabed soil out of the trench.
  • the seabed 5 under the pipeline 2 will be fluidised over limited depth and cause a levelled seabed 5 for the pipeline 2 in areas of minor freespans which could have remained after pipelay.
  • the vessel can then, if necessary, deploy the trenching machine 1 for any subsequent passes required.
  • the trenching machine 1 is provided with equipment, to continuously monitor and control the trenching equipment as the pipeline 2 is lowered into the trench.
  • the monitoring and control includes the following aspects:

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Electric Cable Installation (AREA)
EP96304922A 1996-07-03 1996-07-03 Vorrichtung zum Verlegen von Röhren oder Kabeln auf dem Meeresboden Withdrawn EP0816574A1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP96304922A EP0816574A1 (de) 1996-07-03 1996-07-03 Vorrichtung zum Verlegen von Röhren oder Kabeln auf dem Meeresboden

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP96304922A EP0816574A1 (de) 1996-07-03 1996-07-03 Vorrichtung zum Verlegen von Röhren oder Kabeln auf dem Meeresboden

Publications (1)

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EP0816574A1 true EP0816574A1 (de) 1998-01-07

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1016035C2 (nl) * 2000-08-28 2002-03-01 Hollandsche Betongroep Nv Inrichting voor het aanbrengen van een sleuf in de bodem van een watergebied.
NL1016036C2 (nl) * 2000-08-28 2002-03-01 Hollandsche Betongroep Nv Inrichting voor het aanbrengen van een sleuf in de bodem van een watergebied, in het bijzonder voor een pijpleiding of kabel.
GB2446142A (en) * 2007-01-30 2008-08-06 Engineering Business Ltd Trenching Machine with storable cutters
WO2009141409A3 (en) * 2008-05-23 2010-01-14 Saipem S.P.A. Method and system of laying underwater pipelines in the bed of a body of water
WO2010015851A1 (en) * 2008-08-06 2010-02-11 Ihc Engineering Business Limited Trench excavating apparatus
WO2015071637A3 (en) * 2013-11-18 2015-07-09 W N Wilson Michael Method and apparatus for performing burial assessment surveys
US9422690B2 (en) 2012-11-30 2016-08-23 Michael W. N. Wilson Method and apparatus for performing burial assessment surveys
US10323383B2 (en) 2012-11-30 2019-06-18 Oceaneering International, Inc. Seabed plow capable of over-the-stern release and retrieval in any of boulder clearing, trenching and backfill configurations
CN111456135A (zh) * 2020-04-30 2020-07-28 河南水泵厂集团有限公司 大管径喷冲式开沟机
CN113089755A (zh) * 2021-04-19 2021-07-09 佛山市中凯路桥工程有限公司 一种市政道路工程防堵清淤系统

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3751927A (en) * 1972-02-22 1973-08-14 Brown & Root Apparatus for entrenching submerged elongate structures
US4165571A (en) * 1975-01-08 1979-08-28 Santa Fe International Corporation Sea sled with jet pump for underwater trenching and slurry removal
GB2015618A (en) * 1978-02-16 1979-09-12 Land & Marine Eng Ltd Improvements relating to trenching apparatus
US4190382A (en) * 1978-03-09 1980-02-26 Brown & Root, Inc. Separable trenching apparatus
EP0322935A1 (de) * 1987-12-24 1989-07-05 Hollandsche Beton Groep N.V. Verfahren und Vorrichtung zum Deponieren von lockerem Erdreich unter Wasser, insbesondere zum Abdecken eines Rohres oder dergleichen
EP0581357A1 (de) * 1992-07-10 1994-02-02 Paragon International B.V. Unterwasserboden-Schneidevorrichtung
WO1995028529A1 (en) * 1994-04-15 1995-10-26 Van Oord Acz B.V. Apparatus for burying an elongated article underwater

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3751927A (en) * 1972-02-22 1973-08-14 Brown & Root Apparatus for entrenching submerged elongate structures
US4165571A (en) * 1975-01-08 1979-08-28 Santa Fe International Corporation Sea sled with jet pump for underwater trenching and slurry removal
GB2015618A (en) * 1978-02-16 1979-09-12 Land & Marine Eng Ltd Improvements relating to trenching apparatus
US4190382A (en) * 1978-03-09 1980-02-26 Brown & Root, Inc. Separable trenching apparatus
EP0322935A1 (de) * 1987-12-24 1989-07-05 Hollandsche Beton Groep N.V. Verfahren und Vorrichtung zum Deponieren von lockerem Erdreich unter Wasser, insbesondere zum Abdecken eines Rohres oder dergleichen
EP0581357A1 (de) * 1992-07-10 1994-02-02 Paragon International B.V. Unterwasserboden-Schneidevorrichtung
WO1995028529A1 (en) * 1994-04-15 1995-10-26 Van Oord Acz B.V. Apparatus for burying an elongated article underwater

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1016036C2 (nl) * 2000-08-28 2002-03-01 Hollandsche Betongroep Nv Inrichting voor het aanbrengen van een sleuf in de bodem van een watergebied, in het bijzonder voor een pijpleiding of kabel.
WO2002018717A1 (en) * 2000-08-28 2002-03-07 Hollandsche Beton Groep N.V. Device for making a trench in the bottom of a water area, in particular for laying pipelines or cables
WO2002018715A1 (en) * 2000-08-28 2002-03-07 Hollandsche Beton Groep N.V. Device for making a trench in the bottom of water area
NL1016035C2 (nl) * 2000-08-28 2002-03-01 Hollandsche Betongroep Nv Inrichting voor het aanbrengen van een sleuf in de bodem van een watergebied.
GB2446142A (en) * 2007-01-30 2008-08-06 Engineering Business Ltd Trenching Machine with storable cutters
WO2008093043A2 (en) 2007-01-30 2008-08-07 The Engineering Business Limited Trenching machines and methods
WO2008093043A3 (en) * 2007-01-30 2008-11-06 Engineering Business Ltd Trenching machines and methods
GB2446142B (en) * 2007-01-30 2011-04-06 Engineering Business Ltd Trenching machines and methods
US8939678B2 (en) 2008-05-23 2015-01-27 Saipem S.P.A. Method and system of laying underwater pipelines in the bed of a body of water
WO2009141409A3 (en) * 2008-05-23 2010-01-14 Saipem S.P.A. Method and system of laying underwater pipelines in the bed of a body of water
WO2010015851A1 (en) * 2008-08-06 2010-02-11 Ihc Engineering Business Limited Trench excavating apparatus
GB2462435B (en) * 2008-08-06 2012-08-08 Ihc Engineering Business Ltd Trench excavating apparatus
US9422690B2 (en) 2012-11-30 2016-08-23 Michael W. N. Wilson Method and apparatus for performing burial assessment surveys
US10323383B2 (en) 2012-11-30 2019-06-18 Oceaneering International, Inc. Seabed plow capable of over-the-stern release and retrieval in any of boulder clearing, trenching and backfill configurations
US10519624B2 (en) 2012-11-30 2019-12-31 Oceaneering International, Inc. Seabed backfill plow and method
WO2015071637A3 (en) * 2013-11-18 2015-07-09 W N Wilson Michael Method and apparatus for performing burial assessment surveys
CN111456135A (zh) * 2020-04-30 2020-07-28 河南水泵厂集团有限公司 大管径喷冲式开沟机
CN113089755A (zh) * 2021-04-19 2021-07-09 佛山市中凯路桥工程有限公司 一种市政道路工程防堵清淤系统

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