EP2739790B1 - Cutting of an off shore pile - Google Patents
Cutting of an off shore pile Download PDFInfo
- Publication number
- EP2739790B1 EP2739790B1 EP12737555.8A EP12737555A EP2739790B1 EP 2739790 B1 EP2739790 B1 EP 2739790B1 EP 12737555 A EP12737555 A EP 12737555A EP 2739790 B1 EP2739790 B1 EP 2739790B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- tube
- cutting
- water jet
- drill string
- aggregate
- 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.)
- Not-in-force
Links
- 238000005520 cutting process Methods 0.000 title claims description 97
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 113
- 238000000034 method Methods 0.000 claims description 31
- 238000004873 anchoring Methods 0.000 claims description 23
- 238000005553 drilling Methods 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 10
- 239000007787 solid Substances 0.000 claims description 9
- 230000000295 complement effect Effects 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 6
- 239000002245 particle Substances 0.000 claims description 5
- 238000004140 cleaning Methods 0.000 claims description 2
- 238000003825 pressing Methods 0.000 claims 1
- 238000000926 separation method Methods 0.000 description 51
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000011435 rock Substances 0.000 description 5
- 230000008569 process Effects 0.000 description 4
- 239000013049 sediment Substances 0.000 description 4
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000003381 stabilizer Substances 0.000 description 2
- 244000089486 Phragmites australis subsp australis Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000003129 oil well Substances 0.000 description 1
- 230000002250 progressing effect Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
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Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D9/00—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
- E02D9/04—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by cutting-off under water
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B29/00—Cutting or destroying pipes, packers, plugs or wire lines, located in boreholes or wells, e.g. cutting of damaged pipes, of windows; Deforming of pipes in boreholes or wells; Reconditioning of well casings while in the ground
- E21B29/002—Cutting, e.g. milling, a pipe with a cutter rotating along the circumference of the pipe
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B26—HAND CUTTING TOOLS; CUTTING; SEVERING
- B26D—CUTTING; DETAILS COMMON TO MACHINES FOR PERFORATING, PUNCHING, CUTTING-OUT, STAMPING-OUT OR SEVERING
- B26D7/00—Details of apparatus for cutting, cutting-out, stamping-out, punching, perforating, or severing by means other than cutting
- B26D7/27—Means for performing other operations combined with cutting
- B26D7/32—Means for performing other operations combined with cutting for conveying or stacking cut product
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B29/00—Cutting or destroying pipes, packers, plugs or wire lines, located in boreholes or wells, e.g. cutting of damaged pipes, of windows; Deforming of pipes in boreholes or wells; Reconditioning of well casings while in the ground
- E21B29/12—Cutting or destroying pipes, packers, plugs or wire lines, located in boreholes or wells, e.g. cutting of damaged pipes, of windows; Deforming of pipes in boreholes or wells; Reconditioning of well casings while in the ground specially adapted for underwater installations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0061—Production methods for working underwater
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T83/00—Cutting
- Y10T83/04—Processes
- Y10T83/0448—With subsequent handling [i.e., of product]
- Y10T83/0467—By separating products from each other
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T83/00—Cutting
- Y10T83/202—With product handling means
- Y10T83/2074—Including means to divert one portion of product from another
Definitions
- the invention relates to a method and a device for separating upright, anchored with its lower end in the ground pipes of greater length and larger diameter, typically a length approximately between 30 and 200 m and a diameter of about 1800 mm, in particular anchoring pipes of an offshore Oil drilling or production platform.
- the wall thickness is typically 50 to 100 mm.
- the steel anchoring pipes of these platforms are only embedded in the seabed, for example, rammed and held by the friction in the seabed. If this is not sufficient, the alternative is to introduce into the recessed foot of the anchoring pipes underwater concrete or the like, which may escape partially from the lower end of the tube in the surrounding seabed and after curing forms an artificially anchored in the seabed foundation its anchoring effect is added to the effect of the weight of the concrete, which fills the lower part of the respective tube up to a certain height.
- regulations often require that the anchoring pipes be separated a bit below the seabed.
- a cutting head for cutting a pipe having a cutting nozzle to which a pressurized abrasive is supplied via a conduit, the cutting nozzle being rotatable about the central axis of the cutting head and the cutting head having a clamping device for clamping against the inner wall of the pipe.
- Fig. 1b shows in an embodiment for narrow pipes an inclined cutting nozzle.
- a disadvantage of known methods and devices is that under the extremely harsh environmental conditions (often under high pressure seawater, mixed with drilled concrete or seabed) partially undesirably reliable function or / and a lot of effort is required to support the severed pipe or to intercept.
- the invention has set itself the task of providing a method and an apparatus which is improved in terms of these disadvantages. This object is achieved by the method set forth in claim 1 and the device reproduced in claim 4.
- an offshore oil drilling platform is lowered by the upper end of the pipe to be separated a cutting unit into the pipe to a separation zone ,
- the cutting unit acts progressively against the pipe over the circumference.
- the separation process takes place by means of a water jet emerging from at least one water jet nozzle.
- the pipe wall is cut to create two complementary conical cut surfaces by a cut with at least almost constant cutting width, which extends obliquely through the pipe wall.
- To effect the oblique section of the water jet is the at least one Water jet nozzle at an angle ⁇ , which may for example be between 5 ° and 60 °, aligned to the plane perpendicular to the tube axis A plane E.
- this angle ⁇ preferably remains constant.
- water jet nozzle are in the following, unless otherwise specified in the context, also referred to several water jet nozzles.
- the water jet cutting is reliable even under harsh environmental conditions, especially if, as preferred, the pipe wall is cut in one operation, since then only a very low feed is needed, and avoid existing rocks, without causing damage.
- the separation zone is preferably below the seabed.
- the angle ⁇ is preferably 30 °.
- the weight of the tube and any connected components is not intercepted by additional devices in the separation process. It has been shown that this can be dispensed with because of the self-centering, conically complementary cut surfaces. As a result, a significant cost savings can be achieved.
- the pipe is even after the separation process to a limited extent further resilient. Because the self-centering minimizes the risk that a lateral offset of the tubes in the separation zone occurs and thereby the bearing surfaces are reduced to such an extent that they no longer withstand the forces, also due to any corrosion damage.
- a plurality of water jet nozzles are evenly distributed over the circumference of the cutting unit.
- two water jet nozzles are provided, which are particularly preferably arranged diametrically.
- raising and lowering of the cutting unit takes place while the water jet is still switched on, so that cuts are made in the direction of the pipe axis.
- lifting and lowering are thus preferably carried out after a 360 ° rotation, with two diametric water jet nozzles preferably after a rotation of 180 °.
- the vertical cuts always run at the point where two cuts meet. The then resulting cutting scheme is able to compensate for variations in height during the cutting process, so even if a secure separation of the tube to cause, if the height of the cutting unit varies relative to the pipe during the cutting process.
- resulting in height variations optionally one or more jumps having cut surface is also referred to in the context of this document as a conical cut surface.
- this material is preferred when lowering the cutting unit from above Drilled through the pipe and indeed to below the separation zone.
- the cutting unit is preferably firmly connected to the drill string, more preferably flanged.
- the inner wall of the tube is preferably cleaned in the region of the separation zone. So it is concrete or seabed, which can still adhere to the pipe walls after any drilling, away. This is preferably done by roller drill bits. These can, if they are in the area of the separation zone, be switchable or constantly, so be during the entire drilling or lowering operation in use.
- abrasive particles are added to the water.
- the separation process is a so-called “abrasive jetting” process.
- Water jet nozzles used for this process are also referred to as “water abrasive jet cutting nozzles” or “WAS cutting nozzles” for short.
- an air jacket of a plurality of air nozzles is generated around the water jet. This achieves better performance.
- loose solids are transported out of the interior of the tube during the separation process. Surprisingly, it has been found that this accelerates the separation process and improves the quality of the conical cut surfaces. An explanation for this could be that despite the relatively small cutting width, which is effected during the separation process, the separation process negatively affecting amounts of loose solids, such as sand between the cut surfaces in the pipe interior passes.
- the outward transport is preferably carried out by using the so-called air lifting method known per se.
- air is injected into the drill string interior in a hollow drill string which is at least substantially filled with water at a location below the water surface, preferably in the vicinity of the location in which the transport is to take place.
- the drill string has a suction opening below the injection point. Due to the change in density of the water column caused by the injected air, a flow is produced upwards in the interior of the drill string, which sucks and removes water and loose solids in the vicinity of the suction opening into the interior of the drill string.
- the method according to the invention also includes the step of boring the pipe filled, for example, with concrete, then, using the same air lifting method, dissolved material, for example concrete particles, can also be conveyed out of the pipe interior during the drilling process.
- the object is achieved by a device for separating upright, anchored with its lower end in the ground pipes of greater length and larger diameter, in particular anchoring pipes an offshore oil drilling or production platform, the device comprising a cutting unit which is lowered through the upper end of the pipe to be separated in this up to a separation zone.
- the cutting unit comes in this preferably axially narrow separation zone on the inner circumference of the tube in the circumferential direction progressively to the effect and cuts through the tube.
- To effect the separation process at least one water jet nozzle is provided.
- Positioning means are provided which position the water jet nozzle relative to the pipe wall in such a way that the water jet issuing from the water jet nozzle impinges on the pipe wall at an angle ⁇ to the plane perpendicular to the pipe axis such that two complementary conical cut surfaces result when the separation has taken place.
- the pipes lie flat against one another at these cut surfaces. They center themselves, so that the pipe can continue to absorb forces, in particular compressive forces to a limited extent. A support or a catching of the separated pipe can be dispensed with.
- the angle ⁇ is 5 ° to 60 °, more preferably about 30 °. It has been found that in this way a sufficient self-centering, given tolerable tensile or compressive forces in the circumferential direction in the pipe wall at the cut surfaces is given and increases the cutting length only to a tolerable extent.
- tensile or compressive forces in the circumferential direction the forces are meant that arise due to the conical shape of the cut surfaces and spread a pipe end and want to squeeze the adjacent pipe.
- two water jet nozzles are provided.
- a drill head is preferably arranged, by means of which in the lower region of the tube befindliches material, such as seabed or concrete or the like, with which the tube may be poured for better anchoring, on the inner cross section of the tube is drilled to a depth, so that the cutting unit can be brought to the intended separation zone for use.
- befindliches material such as seabed or concrete or the like
- the drill head is preferably rotatably driven.
- the cutting unit is preferably fixedly connected to the drill head or to the drill pipe.
- additional auger bits are provided to clean the inner wall of concrete or seabed debris or the like. These are preferably radially biased. They can be constantly engaged or switchable, so that only in the area of the separation zone is used.
- an auxiliary hydraulic drive is provided in addition to the main hydraulic drive of the drill string, which can be brought into use during the separation process and provides only a small torque and rotates extremely slowly and is characterized by a particularly uniform speed.
- the speed may be, for example, one revolution per two hours.
- the positioning means preferably comprise a guide carriage with guide rollers which can be brought into contact with the tube inner wall.
- the water jet nozzle is preferably fixed and connected at a selected angle to the guide carriage, so that the water jet is automatically aligned in the correct constant angle to the pipe wall when the carriage abuts the pipe wall, as well as the constant nozzle spacing is ensured to the cutting surface.
- extension means comprise a pneumatic cylinder and a spring.
- the water jet nozzle is thus preferably with the carriage and further preferably by a pneumatic cylinder extendable.
- a retracted position of water jet nozzle with carriage which is preferably taken during the lowering and recovery of the cutting unit in the pipe and an extended position when the cutting unit comes into use.
- a plurality of air nozzles By blowing out air during the cutting process, the water jet of the Separated ambient water and so avoided that the water jet is braked by ambient water and so the efficiency of the device is reduced.
- two water jet nozzles may be diametrically located, in the same plane. Each nozzle needs to cut only half the circumference. As a result, the cutting time is almost halved compared to only a single water jet nozzle. In an equally conceivable larger number of water jet nozzles, which are distributed uniformly over the circumference, their number corresponding.
- two water jet nozzles are arranged behind one another in the same plane to a pair of water jet nozzles.
- Each nozzle must cut the full circumference and the cutting time is twice as long as two diametrical water jet nozzles.
- the advantage here is that a higher level of security is achieved that the full cross-section is completely severed. Because one of the two water jet nozzles cuts through with at least almost certainty, even with any jumps (ie irregularities) in the feed.
- the number of water jet nozzles means the number of water jet nozzle pairs.
- At least one sensor is provided, which detects the passage of the water jet through the pipe wall, preferably a hydrophone. In this way, a secure complete cutting of the tube can be achieved with the shortest possible cutting time.
- the means are preferably designed such that the outward transport of the loose solids takes place with the aid of the air lifting method.
- a suction opening communicating with the inner volume of the drill string and preferably above the cutting unit on the drill string, an air injection opening communicating with the inner wall thereof are provided on the drill string on which the cutting unit is arranged.
- To the air injection port can be connected to the drill string fixed air line, which is connected to a arranged outside the pipe compressor.
- FIG. 1 For example, an example of an oil drilling or production platform 100, already separated into its main components, is shown, which includes an actual platform 20 which, when assembled, is supported on a support structure generally designated 21.
- the entire equipment normally arranged on the platform 20, such as boring device, accommodation, etc., has already been dismantled and is no longer reproduced in the drawing.
- the cranes 19 For mounting and dismounting of the oil well or conveyor plate molds 100 and / or the support structures 21 are crane ships 46 used, the cranes 19 have the lifting height above the sea level can be 100 m and more.
- the actual platform 20 depends on the release of the support structure 21 already on the cranes 19. From the support structure 21 is in Fig. 1 only above the sea level 23 ( Fig.
- the support structure 21 is formed as a tower or bock-like framework with support legs 2 and truss-like cross braces and anchored by means of their reaching down into the water (indicated by dash-dotted lines) anchoring pipes 2a under the water surface in the seabed.
- the tubes 1 are also filled with concrete in their lower area.
- the water is usually between 30 and 200 m deep and it can be embedded by a comparable distance in the seabed, each anchoring tube 2a, z. B. be rammed.
- the anchoring pipes 2a are therefore very long. They consist of large pipes 1 of 1800 mm in particular diameter and considerable wall thickness of 80 mm in particular.
- Fig. 2 illustrates the disassembly situation of a support structure 21, the constructive something of Fig. 1 differs.
- the upper parts 26 of the support legs 2 are cut off at the freely accessible Abtrennstelle 22 and still belong to the actual platform 20, according to Fig. 1 lifted from the cranes.
- the support structure 21 protrudes above the sea level 23 and extends down a distance corresponding to the water depth to the seabed 8.
- the anchoring pipes 2a extend deep into the seabed and can be anchored at its lower ends by pressed underwater concrete or the like fundamentally in the seabed 8 be.
- the anchoring pipes 2a are separated at a distance 24 of a few meters below the seabed 8 separation points or separation zones 4 of their reaching deep into the seabed 8 lower ends.
- the separation zones 4 are difficult to reach from the outside.
- Fig. 3 shows general information regarding the so-called air lifting principle.
- an air lifting pipe or drill string 29 at the lower end of a drill head 36 is arranged.
- This can be, for example, a Rock drill head or rock drill bit trade.
- a compressed air line 27 is guided at the upper end via an air lift-flushing head 31.
- the compressed air is guided down the drill string to the compressed air inlet valve 30.
- This overburden or excavation 34 passes through an outlet hose 33 in a mine pit 35.
- a power rotary head or a rotary drive 32 is provided at the upper end of the drill string.
- Around the drill string around a standpipe 28 is arranged.
- the tube 1 is severed from the inside.
- Fig. 4 shows the drill string 37, which is designed as Lucashebbohr tube or strand 29. At its lower end a rock drill bit or rock drill bit 36 is arranged. Between the drill head 36 and the drill string 37, a cutting unit adapter or cutting unit adapter 47 is arranged. This is in each case connected by means of a flange with the drill head and with the drill string.
- the cutter assembly adapter 47 may be attachable to a conventional drill pipe 37 and a conventional drill bit.
- the cutting unit adapter or the cutting unit adapter 47 comprises the cutting unit 3.
- Fig. 5 shows a larger area of the drill string 37.
- a stabilizer 38 can be seen, which is supported in the tube 1 and in which the drill pipe 37 is rotatably mounted. It can be provided several drill collars.
- Fig. 6 shows the cutting unit 3 in action.
- the cutting unit 3 comprises two water jet nozzles 5, 5 '.
- the water jet nozzles are progressing in a plane E substantially perpendicular to the tube axis A in the circumferential direction of the tube 1 displaced.
- the two water jet nozzles are diametrically opposed. It is also possible that they are arranged directly next to each other to ensure a safe cut and to increase the redundancy (not shown in the figures).
- Fig. 8 can be seen, 5 more air nozzles 14 are arranged around each water jet nozzle.
- the water jet nozzles 5, 5 ' are respectively positioned by positioning means 9a, which comprise a guide carriage 11, 11' with guide rollers 12, 12 '.
- Each water jet nozzle 5, 5 ' is thus arranged on a carriage 11, 11', each having four guide rollers 12, 12 '.
- the water jet nozzles 5, 5 ' are each firmly mounted on the guide carriage 11, 11' in such a way that the water jet 15 does not strike the tube wall 6 parallel to the plane E, which runs perpendicular to the tube axis A.
- Fig. 8 shows that the water jet nozzle 5 and the water jet emerging from it instead assumes an angle ⁇ of 30 ° to this plane E. The same applies to the other water jet nozzle 5 '.
- the cutting width B is small and almost constant.
- Fig. 9 shows the sectional diagram 7a of the water jets. After both water jet nozzles 5, 5 'have passed through the complete inner circumference of the tube 1 together, so after a 180 ° rotation of the cutting unit 3, the cutting unit 3 is raised and lowered slightly. From this results in the direction of the tube axis extending sections 7e (in Fig. 9 recognizable only on one side) which compensates a height variation of the cutting unit 3 during the cutting process, which can last for several hours. Lifting and lowering the cutting unit with the water jet switched on takes place to a degree, so that the tube 1 is severed sure of the expected height variations.
- the water jet nozzles 5, 5 'and the positioning means 9a are extended by means of extending means 9 from a retracted position to an extended position.
- the extension means 9 comprise a substantially straight pivot arm 40, and a pneumatic cylinder 10.
- the pivot arm 40 has at one end rotatably mounted on the carriage 11 or 11 'on. At its opposite end it is rotatably mounted on the other cutting unit 3. In a central region of the pivot lever, which is arranged closer to the cutting unit side bearing than at its other end, the free end of the piston rod of the pneumatic cylinder 10 engages the pivot arm 40 via a rotatable connection.
- the pneumatic cylinder 10 itself is also rotatably or pivotally attached to the cutting unit 3.
- fenders 39 are provided. These are rigid and protect the water jet nozzles and the extension means and positioning means in the retracted position of the water jet nozzles 5, 5 '.
- Fig. 11 illustrates the device of the invention and the inventive method in a highly schematic.
- the elements are sometimes not drawn in their "correct” position. It shows the drill pipe 37, at the lower end of the drill head 36 is arranged. To the right of this is shown an additional roller drill bit 18 which is biased by a pneumatic cylinder 18a. Left of the drill head 36, the elements of the cutting unit 3 are shown. It can be seen the extension means 9, which include the pneumatic cylinder 10 and the pivot lever 40. The carriage 11 is not shown. There is a water jet nozzle 5 visible and a jet of water 15. Different than in Fig. 11 shown, the water jet 15 only an extremely small expansion.
- the water jet nozzle 5 is connected by means of a water line 13 with a mixing valve 44, are mixed over the abrasive particles 43.
- the high-pressure water pump 41 is shown, with the further water line 42.
- a compressor 45 can be seen on the other side of the drill string 37.
- the compressed air line leads shown on the right side of the drill string via the Lufthebe réellekopf 31 to the compressed air inlet valve 30, via which the compressed air for the air lifting method is blown into the drill pipe 37.
- the air pressure line extends to the cutting unit 3. There it divides again in a line to the pneumatic cylinder and another line to the air nozzles 14th
- Fig. 12 shows an example of a support leg 2 with anchoring pipes 2a to be separated.
- the separation zone 4 is 6m below the seabed 8 and the water depth is 140m.
- the anchoring pipes 2a are filled with concrete and loaded.
- the anchoring tubes 2a and the support legs are inclined at an angle of about 9.5 °.
- the seabed consists of compact sand with layers of different composition (sand and organic sediments).
- the method according to the invention can be carried out under harsh conditions such as strong wind, high waves and low temperatures.
- limiting Factor is the dynamic support safety of the support leg 2 with severed anchoring pipes 2a in harsh weather conditions.
- the cutting unit adapter 47 in this embodiment itself comprises the additional roller bits 18, 18 ', 18 ".In addition, further roller bits 18b are provided on the drill head 36.
- the functions of the two compressed air lines are independently controllable.
- Fig. 14 is - schematically - a device according to the invention shown during the separation process.
- Previously was with the help of their arranged at the lower end of Lufthebbohrstrangs 29 drill head 36 within the tube concrete 16 drilled to below the seabed 8 and then the Heilhebbohrstrang 29 in the in Fig. 14 shown position has been raised.
- the cutting unit 3 in a position in which the separation zone 4 is still below the seabed 8, but between the drill head and the surface O of the concrete 16 remains a free space.
- the air lifting is operated during this separation process by - as in Fig. 15 is shown - is injected through the compressed air line 27 and the compressed air inlet valve 30 air in the Lucashebbohrstrang 29.
- the air flow is symbolized by the arrows in the compressed air line 27.
- sea sediment located within the anchoring pipe 2a is transported away. This is - as in Fig. 14 can be seen - by a provided above the sea level 23 inlet 51 water, in Fig. 14 symbolized by the large points, initiated, in a volume flow, so that the water level 23 'within the support tube 2a is regularly above the sea level 23.
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Paleontology (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Forests & Forestry (AREA)
- Earth Drilling (AREA)
- Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
Description
Die Erfindung betrifft ein Verfahren und eine Vorrichtung zum Abtrennen von aufrechten, mit ihrem unteren Ende im Boden verankerten Rohren größerer Länge und größeren Durchmessers, typischer Weise einer Länge etwa zwischen 30 und 200 m und eines Durchmessers von etwa 1800 mm, insbesondere von Verankerungsrohren einer Offshore-Ölbohr- oder Förderplattform. Die Wanddicke beträgt typischerweise 50 bis 100 mm.The invention relates to a method and a device for separating upright, anchored with its lower end in the ground pipes of greater length and larger diameter, typically a length approximately between 30 and 200 m and a diameter of about 1800 mm, in particular anchoring pipes of an offshore Oil drilling or production platform. The wall thickness is typically 50 to 100 mm.
Je nach Beschaffenheit des Meeresbodens, auf dem Offshore-Ölbohr- oder Förderplattformen angeordnet sind, sind die Stahl-Verankerungsrohre dieser Plattformen nur in den Meeresboden eingelassen, zum Beispiel eingerammt und halten durch die Reibung im Meeresgrund. Wenn dies nicht ausreicht, besteht die Alternative darin, in den eingelassenen Fuß der Verankerungsrohre Unterwasserbeton oder dergleichen einzubringen, der gegebenenfalls teilweise aus dem unteren Ende des Rohrs in den umgebenen Meeresboden austritt und nach dem Aushärten ein künstlich angelegtes, im Meeresboden verankertes Fundament bildet, zu dessen Verankerungswirkung die Wirkung des Gewichts des Betons hinzutritt, der den unteren Teil des jeweiligen Rohres bis zu einer bestimmten Höhe ausfüllt. Bei dem Rückbau von Plattformen verlangen Vorschriften oft, dass die Verankerungsrohre ein Stück unterhalb des Meeresbodens abgetrennt werden.Depending on the nature of the seabed, on which offshore oil drilling or production platforms are located, the steel anchoring pipes of these platforms are only embedded in the seabed, for example, rammed and held by the friction in the seabed. If this is not sufficient, the alternative is to introduce into the recessed foot of the anchoring pipes underwater concrete or the like, which may escape partially from the lower end of the tube in the surrounding seabed and after curing forms an artificially anchored in the seabed foundation its anchoring effect is added to the effect of the weight of the concrete, which fills the lower part of the respective tube up to a certain height. When dismantling platforms, regulations often require that the anchoring pipes be separated a bit below the seabed.
Verfahren und Vorrichtungen zum Abtrennen von aufrechten, mit ihrem unteren Ende im Boden verankerten Rohren größerer Länge und größeren Durchmessers sind bereits bekannt. Insbesondere offenbart die
Aus der
Nachteilig an bekannten Verfahren und Vorrichtungen ist, dass sie unter den äußerst rauen Umgebungsbedingungen (oft unter hohem Druck stehendes Meerwasser, durchmischt mit ausgebohrtem Beton oder Meeresboden) teilweise nicht wünschenswert zuverlässig funktionieren oder/und ein hoher Aufwand erforderlich ist, um das durchtrennte Rohr abzustützen bzw. abzufangen.A disadvantage of known methods and devices is that under the extremely harsh environmental conditions (often under high pressure seawater, mixed with drilled concrete or seabed) partially undesirably reliable function or / and a lot of effort is required to support the severed pipe or to intercept.
Die Erfindung hat es sich zur Aufgabe gemacht, ein Verfahren und eine Vorrichtung zu schaffen die hinsichtlich dieser Nachteile verbessert ist. Diese Aufgabe wird durch das in Anspruch 1 wiedergegebene Verfahren und die in Anspruch 4 wiedergegebene Vorrichtung gelöst.The invention has set itself the task of providing a method and an apparatus which is improved in terms of these disadvantages. This object is achieved by the method set forth in
Bei dem erfindungsgemäßen Verfahren zum Abtrennen von aufrechten, mit ihrem unteren Ende im Boden verankerten Rohren größerer Länge und größeren Durchmessers, insbesondere von Verankerungsrohren einer Offshore-Ölbohroder Förderplattform wird durch das obere Ende des abzutrennenden Rohres ein Schneideaggregat in das Rohr bis zu einer Trennzone hin abgesenkt. Das Schneideaggregat wirkt über den Umfang fortschreitend gegen das Rohr. Der Abtrennvorgang erfolgt mittels einem aus mindestens einer Wasserstrahldüse austretendem Wasserstrahl. Die Rohrwand wird zur Schaffung zweier komplementärer konischer Schnittflächen durch einen Schnitt mit zumindest nahezu konstanter Schnittbreite durchtrennt, der schräg durch die Rohrwand verläuft. Zur Bewirkung des schräg verlaufenden Schnittes wird der Wasserstrahl der mindestens einen Wasserstrahldüse unter einem Winkel α, der beispielsweise zwischen 5° und 60° betragen kann, zur senkrecht zur Rohrachse A verlaufenden Ebene E ausgerichtet.In the inventive method for separating upright, anchored with its lower end in the ground pipes of greater length and larger diameter, in particular anchoring pipes an offshore oil drilling platform is lowered by the upper end of the pipe to be separated a cutting unit into the pipe to a separation zone , The cutting unit acts progressively against the pipe over the circumference. The separation process takes place by means of a water jet emerging from at least one water jet nozzle. The pipe wall is cut to create two complementary conical cut surfaces by a cut with at least almost constant cutting width, which extends obliquely through the pipe wall. To effect the oblique section of the water jet is the at least one Water jet nozzle at an angle α, which may for example be between 5 ° and 60 °, aligned to the plane perpendicular to the tube axis A plane E.
Bezogen auf die (wandernde) Schnittachse bleibt dieser Winkel α bevorzugt konstant. Mit dem Begriff "Wasserstrahldüse" sind im Folgenden, sofern sich aus dem Zusammenhang nicht etwas anderes ergibt, auch mehrere Wasserstrahldüsen bezeichnet.Based on the (wandering) cutting axis, this angle α preferably remains constant. The term "water jet nozzle" are in the following, unless otherwise specified in the context, also referred to several water jet nozzles.
Wenn vorstehend oder nachfolgend von "aufrechten Rohren" die Rede ist, so ist hiermit nicht zwingend eine senkrechte Ausrichtung der Rohre gemeint. Auch aus der Senkrechten geneigte Rohre, die sich vom Boden nach oben erstrecken, sind erfasst.If above or below "upright pipes" is mentioned, this does not necessarily mean a vertical orientation of the pipes. Also from the vertical inclined pipes that extend from the bottom upwards are detected.
Das Wasserstrahltrennen erfolgt auch unter rauen Umgebungsbedingungen zuverlässig, insbesondere, wenn, wie bevorzugt, die Rohrwand in einem Arbeitsgang durchtrennt wird, da dann lediglich ein sehr geringer Vorschub nötig ist, und etwa vorhandene Gesteinsbrocken ausweichen, ohne Schaden zu verursachen.The water jet cutting is reliable even under harsh environmental conditions, especially if, as preferred, the pipe wall is cut in one operation, since then only a very low feed is needed, and avoid existing rocks, without causing damage.
Die Trennzone liegt bevorzugt unterhalb des Meeresbodens.The separation zone is preferably below the seabed.
Der Winkel α beträgt bevorzugt 30°.The angle α is preferably 30 °.
Das Gewicht des Rohres und gegebenenfalls verbundener Bauteile wird bei dem Abtrennvorgang nicht durch zusätzliche Vorrichtungen abgefangen. Es hat sich gezeigt, dass hierauf aufgrund der selbstzentrierenden, konisch komplementären Schnittflächen verzichtet werden kann. Hierdurch kann eine deutliche Kostenersparnis erreicht werden. Das Rohr ist auch nach dem Abtrennvorgang in eingeschränktem Umfang weiter belastbar. Denn durch die Selbstzentrierung ist die Gefahr minimiert, dass ein seitlicher Versatz der Rohre in der Trennzone eintritt und hierdurch die Auflageflächen soweit reduziert werden, dass sie, auch aufgrund etwaiger Korrosionsschäden, den Kräften nicht mehr standhalten.The weight of the tube and any connected components is not intercepted by additional devices in the separation process. It has been shown that this can be dispensed with because of the self-centering, conically complementary cut surfaces. As a result, a significant cost savings can be achieved. The pipe is even after the separation process to a limited extent further resilient. Because the self-centering minimizes the risk that a lateral offset of the tubes in the separation zone occurs and thereby the bearing surfaces are reduced to such an extent that they no longer withstand the forces, also due to any corrosion damage.
In einer Ausführungsform sind mehrere Wasserstrahldüsen gleichmäßig über den Umfang des Schneideaggregats verteilt. Besonders bevorzugt sind zwei Wasserstrahldüsen vorgesehen, die besonders bevorzugt diametral angeordnet sind. Hierdurch wird der Abtrennvorgang schneller, verglichen mit lediglich einer einzigen Wasserstrahldüse, bei vertretbarem Mehraufwand.In one embodiment, a plurality of water jet nozzles are evenly distributed over the circumference of the cutting unit. Particularly preferably, two water jet nozzles are provided, which are particularly preferably arranged diametrically. As a result, the separation process is faster compared to just a single water jet, with justifiable overhead.
Vorzugsweise erfolgt nach einer Drehung um 360° geteilt durch die Anzahl der Wasserstrahldüsen ein Anheben und ein Absenken des Schneideaggregats bei weiterhin angeschaltetem Wasserstrahl, so dass sich in Richtung der Rohrachse verlaufende Schnitte ergeben. Bei lediglich einer einzigen Wasserstrahldüse erfolgt bevorzugt das Anheben und Absenken also nach einer 360°-Drehung, bei zwei diametralen Wasserstrahldüsen bevorzugt nach einer 180° Drehung. Die senkrechten Schnitte verlaufen also immer an der Stelle, an der zwei Schnitte aufeinander treffen. Das sich dann ergebene Schnittschema ist in der Lage, Höheschwankungen während des Schneidevorgangs zu kompensieren, also auch dann eine sichere Trennung des Rohres zu bewirken, wenn während des Schneidevorgangs die Höhe des Schneideaggregats relativ zu dem Rohr variiert.Preferably, after a rotation through 360 ° divided by the number of water jet nozzles, raising and lowering of the cutting unit takes place while the water jet is still switched on, so that cuts are made in the direction of the pipe axis. In the case of only a single water jet nozzle, lifting and lowering are thus preferably carried out after a 360 ° rotation, with two diametric water jet nozzles preferably after a rotation of 180 °. The vertical cuts always run at the point where two cuts meet. The then resulting cutting scheme is able to compensate for variations in height during the cutting process, so even if a secure separation of the tube to cause, if the height of the cutting unit varies relative to the pipe during the cutting process.
Die sich bei Höhenschwankungen ergebende, gegebenenfalls einen oder mehrere Sprünge aufweisende Schnittfläche wird im Rahmen dieser Druckschrift ebenfalls noch als konische Schnittfläche bezeichnet.The resulting in height variations, optionally one or more jumps having cut surface is also referred to in the context of this document as a conical cut surface.
Für den Fall, dass sich im Rohr in der Zone, in der dieses abgetrennt werden soll, Material befindet, wie Meeresboden oder Beton, womit das Rohr zur besseren Verankerung im Boden ausgegossen sein kann, wird dieses Material bevorzugt bei dem Absenken des Schneideaggregats von oben durch das Rohr aufgebohrt und zwar bis unter die Trennzone.In the event that material is present in the pipe in the zone in which it is to be separated, such as seabed or concrete, with which the pipe may be poured out for better anchoring in the ground, this material is preferred when lowering the cutting unit from above Drilled through the pipe and indeed to below the separation zone.
Das Schneideaggregat ist bevorzugt fest mit dem Bohrstrang verbunden, weiter bevorzugt angeflanscht.The cutting unit is preferably firmly connected to the drill string, more preferably flanged.
Um den Trennvorgang zu beschleunigen, wird die Innenwand des Rohres im Bereich der Trennzone bevorzugt gesäubert. Es wird also Beton oder Meersboden, der nach einem etwaigen Ausbohren noch an den Rohrwänden anhaften kann, entfernt. Bevorzugt geschieht dies durch Rollenbohrmeißel. Diese können, wenn sie sich im Bereich der Trennzone befinden, zuschaltbar sein oder ständig, also während des gesamten Bohr- bzw. Absenkvorgangs im Einsatz sein.To accelerate the separation process, the inner wall of the tube is preferably cleaned in the region of the separation zone. So it is concrete or seabed, which can still adhere to the pipe walls after any drilling, away. This is preferably done by roller drill bits. These can, if they are in the area of the separation zone, be switchable or constantly, so be during the entire drilling or lowering operation in use.
Bevorzugt sind folgende Verfahrensschritte vorgesehen:
- Aufbohren des in dem Rohr befindlichen Materials, wie Meeresboden oder Beton, bis unter die Trennzone,
- Anheben des Bohrstrangs um etwa 0,5 m und Höhen-Fixierung des Bohrstrangs,
- Abschalten des Haupthydraulikantriebs des Bohrstrangs und Zuschalten eines Hilfshydraulikantriebs,
- Ausfahren und Positionieren der mindestens einen Wasserstrahldüse,
- Inbetriebsetzen des Wasserstrahls.
- Drilling of the material in the pipe, such as seabed or concrete, to below the separation zone,
- Lifting the drill string by about 0.5 m and fixing the height of the drill string,
- Disconnecting the main hydraulic drive of the drill string and connecting an auxiliary hydraulic drive,
- Extension and positioning of the at least one water jet nozzle,
- Start up the water jet.
Es können die folgenden weiteren Verfahrensschritte vorgesehen sein:The following further method steps may be provided:
Nach dem Aufbohren kann das Anschließen von Wasserleitungen und etwaiger elektrischer Leitungen des Bohrstrangs, bevorzugt über Schnell-Kupplungen, erfolgen. Diese können also während des Absenk- bzw. Bohrvorgangs noch unverbunden sein. Nach Inbetriebnahme des Wasserstrahls kann solange gewartete werden, bis ein Sensor, bevorzugt ein Hydrofon, das Durchtreten des Wasserstrahls durch die Rohrwand detektiert. Daraufhin kann der Hilfshydraulikantrieb in Betrieb genommen werden. Die Vorschubgeschwindigkeit, also die Drehzahl des Hilfshydraulikantriebs, kann solange gesteigert werden, bis der Sensor einen unvollständigen Schnitt detektiert und dann soweit reduziert werden, bis erneut ein vollständiges Durchtreten des Wasserstrahls durch die Rohrwand detektiert wird. Daraufhin kann der Schneidevorgang abgebrochen werden und an anderer Stelle (etwas höher oder tiefer) mit den derart gewonnen und optimierten Parametern vollständig durchgeführt werden. Dabei können alle Parameter gespeichert werden.After boring, it is possible to connect water pipes and any electrical lines of the drill string, preferably via quick couplings. These can therefore still be unconnected during the lowering or drilling process. After commissioning of the water jet can be maintained until a sensor, preferably a hydrophone, detects the passage of the water jet through the pipe wall. Then the auxiliary hydraulic drive can be put into operation. The feed rate, ie the rotational speed of the auxiliary hydraulic drive, can be increased until the sensor detects an incomplete section and then reduces it until a complete passage of the water jet through the pipe wall is detected again. Thereupon, the cutting process can be aborted and completely carried out elsewhere (slightly higher or lower) with the thus obtained and optimized parameters. All parameters can be saved here.
Vorzugsweise werden dem Wasser abrasive Teilchen zugesetzt. Es handelt sich also bei dem Trennverfahren um ein so genanntes "Abrasive-Jetting" Verfahren.Preferably, abrasive particles are added to the water. Thus, the separation process is a so-called "abrasive jetting" process.
Für dieses Verfahren verwendete Wasserstrahldüsen werden auch als "Wasserabrasivstrahl-Schneiddüsen" oder kurz "WAS-Schneiddüsen" bezeichnet.Water jet nozzles used for this process are also referred to as "water abrasive jet cutting nozzles" or "WAS cutting nozzles" for short.
Bevorzugt wird um den Wasserstrahl ein Luftmantel aus mehreren Luftdüsen erzeugt. Hierdurch wird eine bessere Performance erreicht.Preferably, an air jacket of a plurality of air nozzles is generated around the water jet. This achieves better performance.
Bei einer besonders bevorzugten Ausgestaltung des erfindungsgemäßen Verfahrens werden während des Abtrennvorganges lose Feststoffe aus dem Inneren des Rohres heraustransportiert. Überraschenderweise hat sich gezeigt, dass hierdurch der Trennvorgang beschleunigt und die Qualität der konischen Schnittflächen verbessert wird. Eine Erklärung hierfür könnte sein, dass trotz der relativ geringen Schnittbreite, die während des Trennvorganges bewirkt wird, den Abtrennvorgang negativ beeinflussende Mengen an losen Feststoffen, beispielsweise Sand zwischen den Schnittflächen in das Rohrinnere gelangt.In a particularly preferred embodiment of the method according to the invention loose solids are transported out of the interior of the tube during the separation process. Surprisingly, it has been found that this accelerates the separation process and improves the quality of the conical cut surfaces. An explanation for this could be that despite the relatively small cutting width, which is effected during the separation process, the separation process negatively affecting amounts of loose solids, such as sand between the cut surfaces in the pipe interior passes.
Der Heraustransport erfolgt vorzugsweise durch Anwendung des sogenannten, für sich bekannten Lufthebeverfahrens. Bei diesem wird in einen hohlen Bohrstrang, der zumindest im Wesentlichen wassergefüllt ist, an einer Stelle unterhalb der Wasseroberfläche, vorzugsweise in der Nähe des Ortes, in dem der Transport stattfinden soll, Luft in das Bohrstranginnere eingeblasen. Der Bohrstrang weist unterhalb der Einblasstelle eine Absaugöffnung auf. Aufgrund der durch die eingeblasene Luft bewirkten Dichteänderung der Wassersäule wird im Inneren des Bohrstrangs eine Strömung nach oben erzeugt, die Wasser und lose Festkörper in der Umgebung der Ansaugöffnung ins Innere des Bohrstranges saugt und abtransportiert.The outward transport is preferably carried out by using the so-called air lifting method known per se. In this, air is injected into the drill string interior in a hollow drill string which is at least substantially filled with water at a location below the water surface, preferably in the vicinity of the location in which the transport is to take place. The drill string has a suction opening below the injection point. Due to the change in density of the water column caused by the injected air, a flow is produced upwards in the interior of the drill string, which sucks and removes water and loose solids in the vicinity of the suction opening into the interior of the drill string.
Umfasst das erfindungsgemäße Verfahren auch den Schritt des Aufbohrens des beispielsweise Beton gefüllten Rohres, so kann mit Hilfe desselben Lufthebeverfahrens auch während des Bohrvorganges gelöstes Material, beispielsweise Betonpartikel aus dem Rohrinneren herausgefördert werden.If the method according to the invention also includes the step of boring the pipe filled, for example, with concrete, then, using the same air lifting method, dissolved material, for example concrete particles, can also be conveyed out of the pipe interior during the drilling process.
In ihrem vorrichtungsseitigem Aspekt wird die Aufgabe gelöst durch eine Vorrichtung zum Abtrennen von aufrechten, mit ihrem unteren Ende im Boden verankerten Rohren größerer Länge und größeren Durchmessers, insbesondere von Verankerungsrohren einer Offshore-Ölbohr- oder Förderplattform, wobei die Vorrichtung ein Schneideaggregat umfasst, das durch das obere Ende des abzutrennenden Rohres in dieses bis zu einer Trennzone hin absenkbar ist. Das Schneideaggregat kommt in dieser bevorzugt axial schmalen Trennzone am Innenumfang des Rohres in Umfangsrichtung fortschreitend zur Wirkung und durchtrennt das Rohr. Zur Bewirkung des Abtrennvorgangs ist mindestens eine Wasserstrahldüse vorgesehen. Es sind Positionierungsmittel vorgesehen, die die Wasserstrahldüse derart zur Rohrwand positionieren, dass der aus der Wasserstrahldüse austretende Wasserstrahl unter einem Winkel α zur senkrecht zur Rohrachse verlaufenden Ebene derart auf die Rohrwand trifft, dass sich bei erfolgter Abtrennung zwei komplementäre konische Schnittflächen ergeben. Auf diese Weise liegen in der Trennzone nach Abtrennung die Rohre also an diesen Schnittflächen flächig aneinander. Sie zentrieren sich selbst, so dass das Rohr weiterhin in eingeschränktem Maße Kräfte, insbesondere Druckkräfte aufnehmen kann. Eine Abstützung beziehungsweise ein Abfangen des abgetrennten Rohres kann entbehrlich sein.In its device-side aspect, the object is achieved by a device for separating upright, anchored with its lower end in the ground pipes of greater length and larger diameter, in particular anchoring pipes an offshore oil drilling or production platform, the device comprising a cutting unit which is lowered through the upper end of the pipe to be separated in this up to a separation zone. The cutting unit comes in this preferably axially narrow separation zone on the inner circumference of the tube in the circumferential direction progressively to the effect and cuts through the tube. To effect the separation process at least one water jet nozzle is provided. Positioning means are provided which position the water jet nozzle relative to the pipe wall in such a way that the water jet issuing from the water jet nozzle impinges on the pipe wall at an angle α to the plane perpendicular to the pipe axis such that two complementary conical cut surfaces result when the separation has taken place. In this way, in the separation zone after separation, the pipes lie flat against one another at these cut surfaces. They center themselves, so that the pipe can continue to absorb forces, in particular compressive forces to a limited extent. A support or a catching of the separated pipe can be dispensed with.
Vorzugsweise beträgt der Winkel α 5° bis 60°, besonders bevorzugt etwa 30°. Es hat sich gezeigt, dass hierdurch eine ausreichende Selbstzentrierung, bei hinnehmbaren Zug- bzw. Druckkräften in Umfangsrichtung in der Rohrwand an den Schnittflächen gegeben ist und die Schnittlänge lediglich in einem hinnehmbaren Maße zunimmt. Mit Zug- bzw. Druckkräften in Umfangsrichtung sind die Kräfte gemeint, die sich aufgrund der konischen Form der Schnittflächen ergeben und ein Rohrende spreizen und das angrenzende Rohr zusammendrücken wollen.Preferably, the angle α is 5 ° to 60 °, more preferably about 30 °. It has been found that in this way a sufficient self-centering, given tolerable tensile or compressive forces in the circumferential direction in the pipe wall at the cut surfaces is given and increases the cutting length only to a tolerable extent. By tensile or compressive forces in the circumferential direction, the forces are meant that arise due to the conical shape of the cut surfaces and spread a pipe end and want to squeeze the adjacent pipe.
Weiter bevorzugt sind zwei Wasserstrahldüsen vorgesehen.More preferably, two water jet nozzles are provided.
Unter dem Schneideaggregat ist bevorzugt ein Bohrkopf angeordnet, mittels dessen im unteren Bereich des Rohres befindliches Material, wie Meeresboden oder Beton oder dergleichen, womit das Rohr zur besseren Verankerung ausgegossen sein kann, über den Innenquerschnitt des Rohres bis zu einer Tiefe ausbohrbar ist, so dass das Schneideaggregat an der vorgesehenen Trennzone zum Einsatz bringbar ist.Under the cutting unit a drill head is preferably arranged, by means of which in the lower region of the tube befindliches material, such as seabed or concrete or the like, with which the tube may be poured for better anchoring, on the inner cross section of the tube is drilled to a depth, so that the cutting unit can be brought to the intended separation zone for use.
Der Bohrkopf ist bevorzugt drehbar antreibbar. Das Schneideaggregat ist bevorzugt fest mit dem Bohrkopf bzw. mit dem Bohrgestänge verbunden.The drill head is preferably rotatably driven. The cutting unit is preferably fixedly connected to the drill head or to the drill pipe.
Vorzugsweise sind zusätzlich Rollenbohrmeißel vorgesehen, die die Rohrinnenwand von Beton oder Meeresbodenresten oder dergleichem säubern. Diese sind bevorzugt radial vorgespannt. Sie können ständig im Eingriff sein oder zuschaltbar sein, so dass nur im Bereich der Trennzone ein Einsatz erfolgt.Preferably, additional auger bits are provided to clean the inner wall of concrete or seabed debris or the like. These are preferably radially biased. They can be constantly engaged or switchable, so that only in the area of the separation zone is used.
Vorzugsweise ist neben dem Haupthydraulikantrieb des Bohrstranges ein Hilfshydraulikantrieb vorgesehen, der während des Trennvorgangs in Einsatz bringbar ist und der nur ein geringes Drehmoment liefert und äußerst langsam dreht und sich durch eine besonders gleichmäßige Drehzahl auszeichnet. Die Drehzahl kann beispielsweise eine Umdrehung pro zwei Stunden betragen. Hierdurch wird der erforderliche gleichmäßige und langsame Vorschub für die Wasserstrahldüsen erreicht und somit eine sichere Trennung erreicht.Preferably, an auxiliary hydraulic drive is provided in addition to the main hydraulic drive of the drill string, which can be brought into use during the separation process and provides only a small torque and rotates extremely slowly and is characterized by a particularly uniform speed. The speed may be, for example, one revolution per two hours. As a result, the required uniform and slow feed for the water jet nozzles is achieved, thus achieving a secure separation.
Die Positionierungsmittel umfassen bevorzugt einen Führungswagen mit Führungsrollen, die in Anlage mit der Rohrinnenwand bringbar sind. Die Wasserstrahldüse ist bevorzugt fest und mit einem gewählten Winkel zu dem Führungswagen verbunden, so dass die Wasserstrahldüse automatisch in richtigem konstantem Winkel zur Rohrwand ausgerichtet ist, wenn der Führungswagen an der Rohrwand anliegt, ebenso ist der konstante Düsenabstand zur Schnittfläche gewährleistet.The positioning means preferably comprise a guide carriage with guide rollers which can be brought into contact with the tube inner wall. The water jet nozzle is preferably fixed and connected at a selected angle to the guide carriage, so that the water jet is automatically aligned in the correct constant angle to the pipe wall when the carriage abuts the pipe wall, as well as the constant nozzle spacing is ensured to the cutting surface.
Vorzugsweise sind Ausfahrmittel vorgesehen, die einen pneumatischen Zylinder und eine Feder umfassen. Die Wasserstrahldüse ist also bevorzugt mit dem Führungswagen und weiter bevorzugt durch einen pneumatischen Zylinder ausfahrbar. Es ist also eine eingefahrene Position von Wasserstrahldüse mit Führungswagen vorgesehen, die bevorzugt während des Ablassens und Aufholens des Schneideaggregats in dem Rohr eingenommen wird und eine ausgefahrene Position, wenn das Schneideaggregat in Einsatz kommt.Preferably, extension means are provided which comprise a pneumatic cylinder and a spring. The water jet nozzle is thus preferably with the carriage and further preferably by a pneumatic cylinder extendable. Thus, there is provided a retracted position of water jet nozzle with carriage, which is preferably taken during the lowering and recovery of the cutting unit in the pipe and an extended position when the cutting unit comes into use.
Um die Wasserstrahldüse sind bevorzugt mehrere Luftdüsen vorgesehen. Durch Ausblasen von Luft während des Schneidvorgangs wird der Wasserstrahl von dem Umgebungswasser getrennt und so vermieden, dass der Wasserstrahl durch Umgebungswasser abgebremst und so der Wirkungsgrad der Vorrichtung reduziert wird.To the water jet nozzle are preferably provided a plurality of air nozzles. By blowing out air during the cutting process, the water jet of the Separated ambient water and so avoided that the water jet is braked by ambient water and so the efficiency of the device is reduced.
Wie dargelegt, können zwei Wasserstrahldüsen diametrisch angeordnet sein, in der gleichen Ebene. Dabei braucht jede Düse nur den halben Umfang zu durchtrennen. Hierdurch wird die Schneidezeit nahezu halbiert, verglichen mit nur einer einzigen Wasserstrahldüse. Bei einer ebenfalls denkbaren größeren Anzahl von Wasserstrahldüsen, die gleichmäßig über den Umfang verteilt sind, gilt ihrer Anzahl entsprechendes.As stated, two water jet nozzles may be diametrically located, in the same plane. Each nozzle needs to cut only half the circumference. As a result, the cutting time is almost halved compared to only a single water jet nozzle. In an equally conceivable larger number of water jet nozzles, which are distributed uniformly over the circumference, their number corresponding.
In einer Ausführungsform sind zwei Wasserstrahldüsen hintereinander in der gleichen Ebene zu einem Wasserstrahldüsenpaar angeordnet. Dabei muss jede Düse den vollen Umfang schneiden und die Schneidezeit ist doppelt so lang, wie bei zwei diametralen Wasserstrahldüsen. Der Vorteil ist hierbei, dass eine höhere Sicherheit dafür erzielt wird, dass der volle Querschnitt vollständig durchtrennt wird. Denn eine der beiden Wasserstrahldüsen schneidet mit zumindest nahezu Sicherheit durch, auch bei etwaigen Sprüngen (also Ungleichmäßigkeiten) im Vorschub.In one embodiment, two water jet nozzles are arranged behind one another in the same plane to a pair of water jet nozzles. Each nozzle must cut the full circumference and the cutting time is twice as long as two diametrical water jet nozzles. The advantage here is that a higher level of security is achieved that the full cross-section is completely severed. Because one of the two water jet nozzles cuts through with at least almost certainty, even with any jumps (ie irregularities) in the feed.
Es ist denkbar, dass mehrere diametrische bzw. gleichmäßig über den Umfang verteilte Wasserstrahldüsenpaare vorgesehen sind. In der Ausführungsform des erfindungsgemäßen Verfahrens, bei dem nach einer Drehung um 360° geteilt durch die Anzahl der Wasserstrahldüsen ein Anheben und ein Absenken des Schneideaggregats bei weiterhin angeschaltetem Wasserstrahl erfolgt, ist mit Anzahl der Wasserstrahldüsen die Anzahl der Wasserstrahldüsenpaare gemeint.It is conceivable that a plurality of diametrical or uniformly distributed over the circumference water jet nozzle pairs are provided. In the embodiment of the method according to the invention in which, after a rotation through 360 ° divided by the number of water jet nozzles lifting and lowering of the cutting unit is still connected with the water jet, the number of water jet nozzles means the number of water jet nozzle pairs.
Bevorzugt ist mindestens ein Sensor vorgesehen, der das Durchtreten des Wasserstrahls durch die Rohrwand detektiert, bevorzugt ein Hydrofon. Hierdurch kann ein sicheres vollständiges Durchschneiden des Rohres, bei möglichst kurzer Schneidezeit erreicht werden.Preferably, at least one sensor is provided, which detects the passage of the water jet through the pipe wall, preferably a hydrophone. In this way, a secure complete cutting of the tube can be achieved with the shortest possible cutting time.
Ganz besonders bevorzugt ist eine Ausführungsform der erfindungsgemäßen Vorrichtung, bei welcher Mittel vorgesehen sind, mit denen während des Abtrennvorganges lose Feststoffe aus dem Inneren des Rohres heraus transportierbar sind. Unter "losen Feststoffen" ist insbesondere Meeresboden zu verstehen, der während des Trennvorganges zwischen den Schnittflächen hindurch in das Innere des Rohres gelangt und dort den Abtrennvorgang behindern kann. Ist unter dem Schneidaggregat ein Bohrkopf angeordnet, mittels dessen im unteren Bereich des Rohres befindliches Material ausbohrbar ist, so handelt es sich vorzugsweise um dieselben Mittel, mit denen auch während dieses Bohrvorganges das gelöste Material heraus transportierbar ist.Very particular preference is given to an embodiment of the device according to the invention in which means are provided, with which during the separation process loose solids from the inside of the tube are transported out. "Loose solids" is to be understood in particular as seabed, which passes into the interior of the pipe during the separation process between the cut surfaces and can hinder the separation process there. If a drill head is arranged below the cutting unit, by means of which material located in the lower region of the pipe can be drilled out, then it is preferably the same means with which the dissolved material can be transported out during this drilling operation.
Die Mittel sind vorzugsweise derart ausgebildet, dass der Heraustransport der losen Feststoffe mit Hilfe des Lufthebeverfahrens erfolgt. Hierzu sind an dem Bohrstrang, an dem auch das Schneidaggregat angeordnet ist, unterhalb des Schneidaggregats eine mit dem Innenvolumen des Bohrstranges kommunizierende Ansaugöffnung und vorzugsweise oberhalb des Schneidaggregats an dem Bohrstrang eine mit dessen Innenwandung kommunizierende Lufteinblasöffnung vorgesehen. An die Lufteinblasöffnung kann eine mit dem Bohrstrang fest verbundene Luftleitung angeschlossen sein, die mit einem außerhalb des Rohres angeordneten Kompressor verbunden ist.The means are preferably designed such that the outward transport of the loose solids takes place with the aid of the air lifting method. For this purpose, a suction opening communicating with the inner volume of the drill string and preferably above the cutting unit on the drill string, an air injection opening communicating with the inner wall thereof are provided on the drill string on which the cutting unit is arranged. To the air injection port can be connected to the drill string fixed air line, which is connected to a arranged outside the pipe compressor.
Die Erfindung soll nun anhand von in den Zeichnungen gezeigten Ausführungsbeispielen näher erläutert werden. Es zeigen:
- Fig. 1
- perspektivisch eine Stützkonstruktion mit davon abgehobener Förderplattform;
- Fig. 2
- schematisch eine Seitenansicht einer Stützkonstruktion;
- Fig. 3
- eine schematische Seitenansicht eines Bohrvorgangs im Lufthebeverfahren;
- Fig. 4
- eine Seitenansicht eines erfindungsgemäßen Bohrkopfes mit fest darüber angeordnetem Schneideaggregat in eingefahrener Position;
- Fig. 5
- eine Ansicht wie in
Fig. 4 in größerem Ausschnitt; - Fig. 6
- eine Ansicht wie in
Fig. 4 mit Schneideaggregat in ausgefahrener Position; - Fig. 7
- eine Ansicht wie in
Fig. 6 mit Blick in Richtung der Rohrachse; - Fig. 8
- eine Detailansicht aus
Fig. 6 ; - Fig. 8a
- eine Detailansicht von
Fig. 4 - Fig. 9
- eine Detailansicht aus
Fig. 6 mit Schnittschema; - Fig. 10
- eine weitere Detailansicht aus
Fig. 6 mit geändertem Blickwinkel; - Fig. 11
- eine rein schematische Darstellung des erfindungsgemäßen Verfahrens und der erfindungsgemäßen Vorrichtung;
- Fig. 12
ein Stützbein 2mit Verankerungsrohren 2a;- Fig. 13
- ein weiteres Ausführungsbeispiel eines Schneideaggregatzwischenstücks;
- Fig. 14
- eine schematische Seitenansicht einer erfindungsgemäßen Vorrichtung während des Abtrennvorganges;
- Fig. 15
- die Einzelheit X in
Fig. 14 in einer vergrößerten Darstellung.
- Fig. 1
- in perspective, a support structure with lifted off conveying platform;
- Fig. 2
- schematically a side view of a support structure;
- Fig. 3
- a schematic side view of a drilling operation in Lufthebeverfahren;
- Fig. 4
- a side view of a drill head according to the invention with fixedly arranged above cutting unit in the retracted position;
- Fig. 5
- a view like in
Fig. 4 in a larger section; - Fig. 6
- a view like in
Fig. 4 with cutting unit in extended position; - Fig. 7
- a view like in
Fig. 6 looking in the direction of the pipe axis; - Fig. 8
- a detailed view
Fig. 6 ; - Fig. 8a
- a detailed view of
Fig. 4 - Fig. 9
- a detailed view
Fig. 6 with cutting scheme; - Fig. 10
- another detail view
Fig. 6 with a different perspective; - Fig. 11
- a purely schematic representation of the method and apparatus of the invention;
- Fig. 12
- a
support leg 2 with anchoringtubes 2a; - Fig. 13
- another embodiment of a cutting unit intermediate piece;
- Fig. 14
- a schematic side view of a device according to the invention during the separation process;
- Fig. 15
- the detail X in
Fig. 14 in an enlarged view.
In der
Da die Trennzone 4 von außen schwer zu erreichen ist, wird das Rohr 1 von innen durchtrennt. Bei dem in den Figuren gezeigten Ausführungsbeispiel handelt es sich um das Verfahren und die Vorrichtung, die zum Einsatz kommt, wenn das Rohr 1 bis über die Trennzone 4 mit Beton 16 oder Boden oder ähnlichem gefüllt ist.Since the
Das Wasser tritt aus den Wasserstrahldüsen 5, 5' mit sehr hoher Geschwindigkeit aus.The water exits the
Die Wasserstrahldüsen 5, 5' und die Positionierungsmittel 9a werden mittels Ausfahrmitteln 9 von einer eingefahrenen Position in eine ausgefahrene Position ausgefahren. Die Ausfahrmittel 9 umfassen einen im Wesentlichen geraden Schwenkarm 40, und einen pneumatischen Zylinder 10. Der Schwenkarm 40 weist an einem Ende drehbar gelagert den Führungswagen 11 oder 11' auf. An seinem gegenüberliegenden Ende ist er an dem übrigen Schneideaggregat 3 drehbar gelagert. In einem mittleren Bereich des Schwenkhebels, der näher an der Schneidaggregatseitenlagerung als an seinem anderen Ende angeordnet ist, greift an den Schwenkarm 40 über eine drehbare Verbindung das freie Ende der Kolbenstange des pneumatischen Zylinders 10 an. Der pneumatische Zylinder 10 selbst ist an dem Schneideaggregat 3 ebenfalls drehbar bzw. schwenkbar befestigt.The
Wie beispielsweise
Oberhalb und unterhalb der Wasserstrahldüsen 5, 5' und ihrer Ausfahrmittel 9 und Positionierungsmittel 9a sind Schutzbleche 39 vorgesehen. Diese sind starr und schützen die Wasserstrahldüsen und die Ausfahrmittel und Positionierungsmittel in eingefahrener Position der Wasserstrahldüsen 5, 5'.Above and below the
Wenn der Pneumatikzylinder 10 in eingefahrener Position der Wasserstrahldüsen 5, 5' mit Luftdruck beaufschlagt wird und ausfährt, dann verschwenkt er den Schwenkarm 40 aus einer um den Umfang des Schneideaggregats 3 anliegenden Position in eine von diesem Umfang abgespreizten ausgefahrenen Position, in der der Führungswagen 11 an der Rohrinnenwand anliegt.When the
Das erfindungsgemäße Verfahren kann bei rauen Bedingungen, wie starkem Wind, hohen Wellen und tiefen Temperaturen durchgeführt werden. Limitierender Faktor ist die dynamische Tragsicherheit des Stützbeins 2 mit abgetrennten Verankerungsrohren 2a bei rauen Wetterbedingungen.The method according to the invention can be carried out under harsh conditions such as strong wind, high waves and low temperatures. limiting Factor is the dynamic support safety of the
Eine weitere Variante des erfindungsgemäßen Verfahrens soll anhand von
In
Damit in das Rohr 2a während des Abtrennvorgangs noch befindliche oder beispielsweise durch die während des Abtrennvorgangs entstehenden Schlitze 49 eindringende lose Feststoffe, beispielsweise Meeressedimente 50 nicht den Abtrennvorgang behindern oder gar blockieren kann, wird während dieses Abtrennvorganges das Lufthebeverfahren weiter betrieben, indem - wie in
- 100100
- Offshore-Ölbohr- oder FörderplattformOffshore oil drilling or production platform
- 11
- Rohrpipe
- 22
- Stützbeinesupport legs
- 2a2a
- Verankerungsrohreanchor pipes
- 33
- Schneideaggregatcutting unit
- 44
- Trennzoneseparation zone
- 5, 5'5, 5 '
- Wasserstrahldüsewater jet
- 66
- Rohrwandpipe wall
- 77
- Schnittcut
- 7a7a
- Schnittschemasectional schematic
- 7b7b
- in Richtung der Rohrachse verlaufende Schnittein the direction of the tube axis running cuts
- 7c, 7d7c, 7d
- komplementäre konische Schnittflächencomplementary conical cut surfaces
- 88th
- MeeresbodenSeabed
- 99
- Ausfahrmittelextending means
- 9a9a
- Positionierungsmittelpositioning means
- 1010
- pneumatischer Zylinderpneumatic cylinder
- 11, 11'11, 11 '
- Führungswagencarriages
- 12, 12'12, 12 '
- Führungsrollenguide rollers
- 1313
- Wasserleitungwater pipe
- 1414
- Luftdüsenair nozzles
- 1515
- Wasserstrahlwaterjet
- 1616
- Betonconcrete
- 1717
- freifree
- 18, 18', 18"18, 18 ', 18 "
- zusätzliche Rollenbohrmeißeladditional roller bits
- 18a18a
- Pneumatikzylinderpneumatic cylinder
- 18b18b
- weitere Rollenbohrmeißelfurther roller bits
- 1919
- Kränecranes
- 2020
- eigentliche Plattformactual platform
- 2121
- Stützkonstruktionsupport structure
- 2222
- frei zugängliche Abtrennstellefreely accessible separation point
- 2323
- MeeresspiegelSea level
- 23'23 '
- Wasserspiegelwater level
- 2424
- Abstand der Trennzone zum MeeresbodenDistance of the separation zone to the seabed
- 2525
-
untere Enden der Rohre 1lower ends of the
tubes 1 - 2626
- obere Teile der Stützbeineupper parts of the support legs
- 27, 27', 27"27, 27 ', 27 "
- DruckluftleitungenCompressed air lines
- 2828
- Standrohrstandpipe
- 2929
- Lufthebebohrrohr bzw. -strangAir lifting pipe or strand
- 3030
- DrucklufteinlassventilCompressed air inlet valve
- 3131
- LufthebespülkopfLufthebespülkopf
- 3232
- Kraftdrehkopf oder DrehantriebPower rotary head or rotary drive
- 3333
- Auslaufschlauchdischarge hose
- 3434
- Abraum bzw. AushubOverburden or excavation
- 3535
- Abraumgrubetailings pit
- 3636
- Bohrkopfwellhead
- 3737
- Bohrgestängedrill pipe
- 3838
- Stabilisatorenstabilizers
- 3939
- Schutzblechefenders
- 4040
- Schwenkarmswivel arm
- 4141
- Hochdruckpumpe (Wasser)High pressure pump (water)
- 4242
- weitere Wasserleitungfurther water pipe
- 4343
- abrasive Teilchenabrasive particles
- 4444
- Mischventilmixing valve
- 4545
- Kompressorcompressor
- 4646
- Kranschiffcrane ship
- 4747
- Schneideaggregat-Adapter bzw. Schneideaggregat-ZwischenstückCutting unit adapter or cutting unit adapter
- 4848
- Ansaugöffnungsuction
- 4949
- Schlitzeslots
- 5050
- Meeressedimentmarine sediment
- 5151
- ZulaufIntake
- AA
- Rohrachsepipe axis
- BB
- Schnittbreitecutting width
- Ee
- Ebene senkrecht zur RohrachsePlane perpendicular to the tube axis
- αα
- Winkelangle
- OO
- Oberflächesurface
Claims (14)
- A method for cutting off upright, bottom end ground-anchored tubes (1) of a larger length and diameter, in particular anchoring tubes (2a) of an offshore oil rig (100), within the framework of which, through the upper end of the tube (1) to be cut off, a cutting aggregate (3) is lowered into the tube (1) up to a cutting zone (4), continuously pressing against the tube (1) across the entire circumference, and the cutting process is performed using a water jet (15) escaping from at least one water jet nozzle (5, 5'), wherein the tube wall (6), in order to create two complementary conical cutting faces (7c, 7d), is cut by a cut (7) with an at least virtually constant cutting width (B), which proceeds through the tube wall (6) in an inclined manner, wherein, in order to cause the inclined cut (7), the water jet (15) of the at least one water jet nozzle is arranged at an angle (α) regarding the plane (E) located perpendicularly to the tube axis (A), wherein the weight of the tube (1) and optionally connected components is not accepted by additional devices during the cutting process.
- The method according to claim 1, characterized in that abrasive particles are admixed to the water of the water jet.
- The method according to claim 1 or 2, characterized in that, after a rotation by 360°, divided by the number of water jet nozzles (5, 5'), the cutting aggregate (3) is lifted and lowered with the water jet being switched on, such that this results in cuts (7b) proceeding towards the tube axis (A).
- The method according to any of the claims 1 to 3, characterized in that, during the cutting process, loose solids are transported from inside the tube to the outside.
- The method according to claim 4, characterized in that the transport from the tube is performed with the help of the air lift method.
- A device for cutting off upright, bottom end ground-anchored tubes (1) of a larger length and diameter, in particular anchoring tubes (2a) of an offshore oil rig (100), using a cutting aggregate (3) that can be lowered through the upper end of the tube (1) to be cut off into the tube (1) up to a cutting zone (4), which, within this cutting zone (4), continuously presses against the internal circumference of the tube (1) in a circumferential direction and cuts off the tube (1), wherein, in order to effect the cutting process, at least one water jet nozzle (5, 5') is provided, wherein positioners (9a) are provided, positioning the water jet nozzle (5, 5') regarding the tube wall (6) such that the water jet (15) escaping from the water jet nozzle (5, 5') hits the tube wall (6) at an angle (α) regarding the plane (E) located perpendicularly to the tube axis (A), such that, after completion of the cutting process, two complementary conical cutting faces (7c, 7d) are formed, wherein the cutting aggregate (3) is connected to a drill string (37).
- The device according to claim 6, characterized in that the angle (α) is between 5° and 60°, preferably about 30°, and that two water jet nozzles (5, 5') are provided preferably.
- The device according to claim 6 or 7, characterized in that, below the cutting aggregate (3), a drilling head (36) is arranged, with the help of which material contained inside the tube such as the seabed or concrete (16) or the like, which may have been used to fill the tube in order to improve the anchoring, can be drilled out via the interior cross-section of the tube (1) up to a depth so that the cutting aggregate (3) can be used in the designated cutting zone (4).
- The device according to any of the claims 6 to 8, characterized in that roller cone drill chisels (18, 18', 18") are provided cleaning the tube inner wall of concrete or the seabed or the like.
- The device according to any of the claims 6 to 9, characterized in that, in addition to the main hydraulic drive of the drill string, an auxiliary hydraulic drive is provided that can be used during the cutting process and rotates extremely slowly and is characterized by a particularly uniform speed.
- The device according to any of the claims 6 to 10, characterized in that the positioners (9a) comprise a guide trolley (11, 11') with guide rollers (12, 12') that can be brought into contact with the tube interior wall.
- The device according to any of the claims 6 to 11, characterized in that several air nozzles (14) are arranged around the water jet nozzle (5, 5').
- The device according to any of the claims 6 to 12, characterized in that means are provided, with the help of which loose solids can be transported from the interior of the tube during the cutting process.
- The device according to claim 13, characterized in that, on the drill string, below the cutting aggregate, a suction opening communicating with the interior volume of the drill string and, preferably above the cutting aggregate, an air blow-in opening communicating with the interior volume of the drill string are provided.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE201110052399 DE102011052399B4 (en) | 2011-08-04 | 2011-08-04 | Method and device for separating pipes |
PCT/EP2012/064197 WO2013017420A1 (en) | 2011-08-04 | 2012-07-19 | Method and device for separating pipes |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2739790A1 EP2739790A1 (en) | 2014-06-11 |
EP2739790B1 true EP2739790B1 (en) | 2016-10-05 |
Family
ID=46545791
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12737555.8A Not-in-force EP2739790B1 (en) | 2011-08-04 | 2012-07-19 | Cutting of an off shore pile |
Country Status (5)
Country | Link |
---|---|
US (1) | US9453384B2 (en) |
EP (1) | EP2739790B1 (en) |
KR (1) | KR101740776B1 (en) |
DE (1) | DE102011052399B4 (en) |
WO (1) | WO2013017420A1 (en) |
Families Citing this family (18)
Publication number | Priority date | Publication date | Assignee | Title |
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US9599271B1 (en) * | 2012-12-06 | 2017-03-21 | Torqbuddy Llc | Internal pipe cutting system and method thereof |
NO339945B1 (en) * | 2014-07-10 | 2017-02-20 | Vetco Gray Scandinavia As | Release of clamping connection by water cutting of drive screw |
KR101652352B1 (en) * | 2014-09-24 | 2016-09-01 | 삼성중공업 주식회사 | Excavation pump device |
CN107249820B (en) * | 2015-02-18 | 2020-12-22 | 艾恩特应用新技术公司 | Water grinding and cutting equipment |
US10935154B2 (en) | 2016-03-18 | 2021-03-02 | Torqbuddy Llc | Keyed valve box |
CN106985083A (en) * | 2017-05-09 | 2017-07-28 | 安徽理工大学 | A kind of cutter device for puncturing arbitration functions with target |
US11002095B2 (en) | 2017-11-15 | 2021-05-11 | Terydon, Inc. | Down well pipe cutter having a plurality of cutting heads |
US10774606B2 (en) | 2017-11-15 | 2020-09-15 | Terydon, Inc. | Down well pipe cutting device |
US10781652B2 (en) * | 2017-11-15 | 2020-09-22 | Terydon, Inc. | Method for cutting a tube or pipe |
US10697263B2 (en) * | 2017-11-15 | 2020-06-30 | Terydon, Inc. | Centering device for a utility tool in a tube or pipe |
US11571756B2 (en) * | 2018-03-06 | 2023-02-07 | Leon Trudeau | Internal pile cutter |
DE102018121385A1 (en) * | 2018-09-03 | 2020-03-05 | Innogy Se | Dismantling of hollow piles using a helical cut |
MY197451A (en) * | 2019-11-06 | 2023-06-19 | Petroliam Nasional Berhad Petronas | A system and method for cutting of offshore structures |
CN112962602B (en) * | 2021-02-02 | 2022-10-28 | 中国海洋石油集团有限公司 | Equidistant rotation auxiliary device of pile leg cleaning equipment |
CN113718773B (en) * | 2021-08-24 | 2022-09-23 | 南京吉欧地下空间科技有限公司 | High-pressure water jet assisted pile pulling equipment and construction method |
KR102396663B1 (en) * | 2021-11-24 | 2022-05-13 | 주식회사케이베츠 | Method for cutting penetrated pile using waterjet |
KR102388686B1 (en) * | 2021-11-24 | 2022-04-21 | 주식회사케이베츠 | Apparatus for cutting penetrated pile using waterjet |
WO2023194721A1 (en) * | 2022-04-04 | 2023-10-12 | Wellcut Solutions Limited | A rotating cutting head and cutting system as well as a method of cutting a hollow, longitudinal object from within |
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US3338305A (en) * | 1965-02-05 | 1967-08-29 | Halliburton Co | Method and apparatus for cutting casing in underwater installations |
EP0301113B1 (en) | 1987-07-28 | 1992-04-22 | Menck Gmbh | Device for cutting tubular foundation piles under water |
JP2773968B2 (en) * | 1990-09-13 | 1998-07-09 | 株式会社イセキ開発工機 | Pipe cutting device |
DE4210895A1 (en) * | 1992-04-02 | 1993-10-07 | Alba Ind & Umweltschutzservice | Cutting head for cutting pipes from inside - consists of revolving nozzle supplied with mixture of water and abrasive material and clamp to fix it to inside of pipe |
DE19620756A1 (en) | 1996-05-23 | 1997-11-27 | Wirth Co Kg Masch Bohr | Method and device for cutting pipes or pillars anchored in the ground |
NO314733B1 (en) * | 2002-06-06 | 2003-05-12 | Norse Cutting & Abandonment As | Device by a hydraulic cutting tool |
JP4122515B2 (en) | 2003-09-30 | 2008-07-23 | 株式会社パトライト | Vehicle warning light |
JP4391549B2 (en) * | 2007-06-11 | 2009-12-24 | 鹿島建設株式会社 | CUTTING METHOD AND CUTTING DEVICE FOR UNDERWATER STRUCTURE |
-
2011
- 2011-08-04 DE DE201110052399 patent/DE102011052399B4/en not_active Expired - Fee Related
-
2012
- 2012-07-19 EP EP12737555.8A patent/EP2739790B1/en not_active Not-in-force
- 2012-07-19 KR KR1020147004320A patent/KR101740776B1/en active IP Right Grant
- 2012-07-19 US US14/236,907 patent/US9453384B2/en active Active
- 2012-07-19 WO PCT/EP2012/064197 patent/WO2013017420A1/en active Application Filing
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US9453384B2 (en) | 2016-09-27 |
DE102011052399B4 (en) | 2014-11-13 |
KR20140054101A (en) | 2014-05-08 |
WO2013017420A1 (en) | 2013-02-07 |
DE102011052399A1 (en) | 2013-02-07 |
KR101740776B1 (en) | 2017-05-26 |
EP2739790A1 (en) | 2014-06-11 |
US20140157963A1 (en) | 2014-06-12 |
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