EP2322724A1 - Installation de forage d'eau souterraine et procédé d'entrée d'un élément de fondation cylindrique au fond de l'eau - Google Patents

Installation de forage d'eau souterraine et procédé d'entrée d'un élément de fondation cylindrique au fond de l'eau Download PDF

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Publication number
EP2322724A1
EP2322724A1 EP09014374A EP09014374A EP2322724A1 EP 2322724 A1 EP2322724 A1 EP 2322724A1 EP 09014374 A EP09014374 A EP 09014374A EP 09014374 A EP09014374 A EP 09014374A EP 2322724 A1 EP2322724 A1 EP 2322724A1
Authority
EP
European Patent Office
Prior art keywords
foundation element
working platform
drilling
platform
attachment
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP09014374A
Other languages
German (de)
English (en)
Other versions
EP2322724B1 (fr
Inventor
Stefan Michael Finkenzeller
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.)
Bauer Maschinen GmbH
Original Assignee
Bauer Maschinen GmbH
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
Priority to PL09014374T priority Critical patent/PL2322724T3/pl
Application filed by Bauer Maschinen GmbH filed Critical Bauer Maschinen GmbH
Priority to PT09014374T priority patent/PT2322724E/pt
Priority to DK09014374.4T priority patent/DK2322724T3/da
Priority to EP09014374A priority patent/EP2322724B1/fr
Priority to AT09014374T priority patent/ATE554234T1/de
Priority to ES09014374T priority patent/ES2384672T3/es
Priority to CA2720430A priority patent/CA2720430C/fr
Priority to US12/942,712 priority patent/US8668028B2/en
Priority to AU2010241465A priority patent/AU2010241465B2/en
Priority to KR20100114434A priority patent/KR101484303B1/ko
Publication of EP2322724A1 publication Critical patent/EP2322724A1/fr
Application granted granted Critical
Publication of EP2322724B1 publication Critical patent/EP2322724B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04—Guide devices; Guide frames
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys

Definitions

  • the invention relates to an underwater drilling arrangement for introducing a tubular foundation element into the bottom of the water according to the preamble of claim 1.
  • a drilling arrangement has at least one rotary drilling drive, wherein a drill pipe extending in the interior of the foundation element can be set in rotation by means of the rotary drilling drive.
  • the invention further relates to a method for introducing a tubular foundation element into the body of water according to claim 12.
  • a generic drilling assembly is from the GB 2 448 358 A known.
  • a load-bearing frame structure for an off-shore power plant will be anchored to the seabed.
  • an underwater drilling assembly having a plurality of drilling units is provided, which are temporarily attached to the frame structure to be fastened for fastening the frame structure.
  • the drilling units may each have a rotary drilling drive, which is arranged linearly displaceable in a guide sleeve.
  • a drill string is introduced into the ground, to which in turn a tubular foundation element is attached. After drilling, the foundation element is released from the drill pipe and remains in the water bottom, where it can secure the frame structure while the drill string is being recovered along with the drilling units.
  • the object of the invention is to provide an underwater drilling assembly and a method for introducing a tubular foundation element in the riverbed, which are particularly versatile with particularly high reliability and cost efficiency.
  • the underwater drilling assembly according to the invention is characterized in that a retractable platform is provided for placement on the body of water, wherein at least one holding device for non-rotatably fixing the foundation element is arranged on the platform at the working platform, and that at least provided an attachment for placement on the foundation element is, wherein the attachment has a clamping device for fixing the attachment to the foundation element, and the rotary drilling drive is arranged on the attachment.
  • a first idea of the invention is that the drilling arrangement has a retractable working platform on which the foundation element is at least temporarily fixed during drilling. According to the invention, therefore, the foundation element during drilling is primarily guided by an independent work platform specially designed for foundation, and not, as known from the prior art, by the load-bearing structure which is to be anchored to the ground. As a result, the masses, which must be discontinued in a single operation on the body of water, are relatively small, since the foundation process according to the invention can be carried out separately from the attachment of the supporting frame structures. This is advantageous in view of the required cost. In addition, according to the invention a particularly wide range of uses is given.
  • the foundation element thus comes after the invention to a dual function, according to which it serves as a supporting structure after the drilling first, and secondly it serves during the drilling process for transmitting the forces occurring during drilling, so that the foundation element as part of the Drilling unit can be viewed. Since according to the invention thus the already existing foundation element also takes on tasks of the drilling unit, the drilling unit according to the invention can be carried out particularly easily and inexpensively.
  • the foundation element can transmit the reaction forces occurring during rotation of the drill pipe to the work platform, according to the invention on the one hand the rotary drill fixed by rotation on the clamping device on the foundation element, in particular clamped, so that the reaction forces of the rotary drilling drive and thus the drill string on the clamping device to the Foundation element to be passed.
  • the foundation element is in turn fixed by the holding device at least temporarily rotationally fixed to the working platform, so that the reaction forces can be passed from the foundation element on the platform.
  • An idea of the invention can therefore also lie in the fact that the foundation element does not rotate with the drill pipe during drilling, which is advantageous in terms of wall friction and thus the energy consumption.
  • the tubular foundation element which can also be referred to as a drill pipe, is sunk into the hole cleared by the drill pipe via its own weight.
  • the rotary tubular drive can be designed according to the invention for a pure rotary operation. But it can also be designed to be rotationally impacting.
  • the rotary drilling drive has a drill pipe connection, wherein the drill pipe connection can be rotated relative to the clamping device of the attachment by means of the rotary drilling drive.
  • the rotary drilling drive is hydraulically designed.
  • the rotary drilling drive can also have at least one transmission in addition to a motor.
  • a separate beater unit may be provided.
  • the drill pipe expediently has a drill head on its underside.
  • the work platform can be designed in particular as a work platform.
  • the invention allows the use of working platforms whose height is smaller than the length of the drill pipe and / or the tubular foundation element. Because according to the invention, the foundation element itself serves to transmit power, a mast or a derrick can be omitted.
  • the platform can be lowered from a float, for example from a ship or a floating platform, to the bottom of the water. To lower and recover the work platform, in particular, a cable arrangement may be provided.
  • the clamping device is designed so that it allows a coaxial fixing of the attachment and / or the rotary drilling drive on the tubular foundation element.
  • the attachment can be placed on the foundation element and fixed with the tensioning device such that its drill pipe connection extends coaxially to the foundation element.
  • the holding device is suitably designed for the releasable rotationally fixed fixing of the foundation element.
  • a preferred inventive concept may be that the work platform and the attachment form part of the subsea drilling assembly.
  • the drill pipe and the foundation element can be understood as parts of the subsea drilling assembly, but also as separate parts.
  • At least one feed device for axial displacement of the drill string is arranged.
  • a feed device according to the invention makes it possible to exert an additional contact pressure on the drill pipe, so that a particularly large drilling feed can be achieved.
  • the drill string connection is axially displaceable relative to the attachment, in particular to the clamping device of the attachment.
  • the axial direction can preferably be understood as meaning the drilling direction, that is to say the longitudinal direction of the drill pipe and / or the foundation element.
  • the feed device is preferably provided on the attachment. It can be integrated in particular in the rotary drilling drive. Preferably, therefore, the feed device is arranged on the tube collar of the foundation element.
  • the feed device can also be provided, for example, on the work platform, in which case the feed device can act between the working platform and foundation element, so that by means of the feed device, the foundation element together with the drill string is axially displaceable relative to the working platform.
  • a further preferred embodiment of the invention consists in that means are provided for the releasable axial fixing of the foundation element to the working platform.
  • the means may, for example, have jaws which come to rest on the foundation element, thereby securing the foundation element in a force-locking or / and positive-locking manner.
  • the means for axially fixing the foundation element may be provided on the holding device for rotationally fixed fixing of the foundation element.
  • the holding device has a double function in that it can not only fix the foundation element rotatably, but also axially.
  • a structurally particularly simple device is obtained.
  • the means for axial fixing and / or the holding device are repeatedly released during drilling, so that the drill pipe and / or the foundation element can slip after a partial drilling operation.
  • the tensioning device may have at least one hydraulic clamp for fixing the attachment to the foundation element.
  • at least one hydraulic clamp for fixing the attachment to the foundation element.
  • three or four terminals may be provided which are distributed equidistantly on the tube collar of the foundation element.
  • the hydraulic clamp may in particular comprise a hydraulic clamping cylinder, which extends radially to the foundation element and preferably protrudes on the outside of the foundation element.
  • a further advantageous embodiment of the invention consists in that at least one linear guide for the foundation element is arranged on the working platform.
  • the working platform has a passage opening for the foundation element, wherein the linear guide is preferably arranged above the passage opening.
  • the linear guide above be arranged the holding device.
  • the linear guide may be formed as a sliding bushing.
  • a linear guide it is particularly expedient that it is detachable from the foundation element.
  • This embodiment allows particularly large drilling depths, since the linear guide at larger drilling depths, when an additional guide of the foundation element is no longer required, can be removed from the foundation element, so that then the usually larger-diameter essay can be lowered.
  • the linear guide has at least two jaw elements.
  • These jaw elements may be formed, for example, at least approximately semi-cylindrical, so that they can together form a slide bushing for the foundation element.
  • the two jaw elements can be hydraulically actuated, for example, for releasing and closing the linear guide.
  • they may be arranged on a pliers arrangement which is suitably hydraulically actuated.
  • a further preferred embodiment of the invention is that the linear guide, in particular transversely to its guide direction, is movable on the work platform.
  • the linear guide can thus be moved transversely to the axial direction of the foundation element, ie transversely to the direction of drilling.
  • the linear guide can be temporarily moved away from the foundation element, so that, for example, a larger diameter attachment for the foundation element than the foundation element is not hindered by the linear guide, and a particularly deep boring becomes possible.
  • the working platform has supports, in particular hydraulic supports, for aligning the working platform on the bottom of the water.
  • the supports are arranged laterally on the work platform to allow a particularly good stability.
  • the supports suitably each have a foot part, which is displaceable by means of a linear drive at least in the vertical direction, ie in the axial direction, wherein the linear drive preferably has at least one hydraulic cylinder.
  • the working platform can be arranged horizontally or also at an angle, depending on the drilling project, at the bottom of the water.
  • the work platform can represent a drilling template, which specifies a specific drilling pattern.
  • a drilling template which specifies a specific drilling pattern.
  • at least the holding device for the foundation element is movable relative to the working platform, and preferably transversely to the axial direction of the foundation element, ie at least approximately horizontally.
  • the intended drilling points can be approached specifically with the foundation element and the drill string arranged therein, and thus the intended pattern of the drilling template can be imaged.
  • a plurality of drilling units are provided on the working platform.
  • four drilling units can be provided.
  • a drilling unit may in particular each have at least one retaining device according to the invention for the rotationally fixed fixing of a foundation element to the working platform.
  • the drilling units according to the invention may each have an attachment according to the invention with clamping device and rotary drilling drive and / or in each case a linear guide according to the invention for the foundation element.
  • a drilling unit according to the invention thus expediently has a holding device, an attachment and / or a linear guide.
  • drilling units can be supplied with energy via a common umbilical cord or via independent umbilical cords for each drilling unit.
  • the drill string has a Spülbohr coupled.
  • the Spülbohr featured, for example, at least one flushing hose for supplying flushing fluid, in particular gas, in the drill string, and / or a flushing head, that is a rotary feedthrough for coupling the hose to the rotating drill pipe.
  • a flushing process for the removal of cuttings from the bore can be effected in the drill pipe.
  • the drill string has a gooseneck for Bohrgutabschreib.
  • Under a gooseneck can be understood in particular an at least partially curved discharge pipe, preferably in his Upper part extends radially to the drilling direction, and from which the discharged cuttings spaced from the borehole mouth emerges.
  • the drill pipe for increasing the load has at least one drill collar.
  • the drill string can consist of several rod sections, wherein at least part of the rod sections can be designed as drill rods.
  • the drill pipe has a full-cut drill head, in particular with roller chisels.
  • the drill head can have an adjustable cross section, so that the drill head can work on the one hand below the foundation element, but on the other hand can also be pulled through the foundation element.
  • the drill head is arranged on the bottom side of the drill string.
  • the reliability of operation can be increased by providing a retractor for at least one purge line at the work platform.
  • the retractor for example, a coil for winding the flushing lines and expediently also have at least one deflection roller to ensure a particularly reliable winding.
  • the invention also relates to a method for introducing a tubular foundation element in the river bottom, in which a retractable platform is provided, the foundation element by means of a holding device, preferably rotatably and / or axially fixed, is fixed to the work platform, an essay is placed on the foundation element and is fixed by means of a clamping device on the foundation element, the working platform is sunk and placed on the body of water, and by means of a rotary drill drive, which is arranged on the attachment, a running inside the foundation element drill string is rotated and introduced to form a hole in the body of water is, wherein the foundation element is sunk due to its own weight in the bore.
  • the method can be carried out in particular with the underwater drilling arrangement according to the invention, whereby the advantages explained in this connection can be realized.
  • the working platform together with the drill string is retrieved after completion of the drilling.
  • it may be provided to fix the drill pipe by means of the holding device for the foundation element on the work platform. But it can also be provided a separate holding device for the drill string. Before the mountains of the drill pipe this is suitably decoupled from the toteuften foundation element.
  • the tensioning device is suitably solved.
  • the foundation element is placed on the working platform before placing the work platform on the water bottom and is preferably fixed axially on the platform.
  • the foundation element can be placed on the work platform even before the work platform is lowered, suitably above the water surface.
  • the workload can be considerably reduced, since the work platform can be loaded with the foundation element, while it is still accessible directly from a ship or a swimming platform.
  • the holding device can be used for axially fixing the foundation element during countersinking.
  • the attachment is placed on the foundation element before the work platform is placed on the body of water. This also reduces the amount of work that can be done while still being accessible from the ship or from the floating platform. During countersinking, the attachment can then be fixed to the foundation element by means of the tensioning device.
  • FIGS. 1 and 4 An embodiment of an underwater drilling assembly according to the invention is in the FIGS. 1 and 4 and its use in a method according to the invention in FIGS. 5 to 8 shown.
  • FIG. 1 shows, the underwater drilling assembly according to the invention on a working platform 2, which is suspended from a cable assembly 27, and which is lowered via this cable assembly 27 to the bottom of the water.
  • Fig. 4 shows, at the work platform 2 a total of four drilling units 1, 1 ', 1 ", 1"' are arranged, of which in the side view in Fig. 1 only the drilling units 1 and 1 'can be seen.
  • the four drilling units 1, 1 ', 1 "and 1"' are arranged at the corners of a geometric rectangle.
  • the four drilling units 1, 1 ', 1 "and 1"' are designed substantially analogously, so that in the following only the first drilling unit 1 will be described in detail in the following.
  • the remaining drilling units 1 ', 1 "and 1'” have substantially the same elements as the drilling unit 1, wherein like elements in the case of the drilling units 1 ', 1 "and 1"' are marked with primed reference numerals.
  • the first drilling unit 1 is used for introducing a tubular foundation element 3 in the river bottom.
  • the drilling unit 1 has a sleeve-like linear guide 40, which guides the foundation element 3 vertically displaceable on the working platform 2, and which is described in detail below.
  • the drilling unit 1 has Furthermore, a holding device 10 for rotationally fixed fixing of the foundation element 3 on the working platform 2.
  • This holding device 10 is arranged below the linear guide 40 on the working platform 2.
  • the holding device 10 may be formed, for example, as a hydraulic clamping device and also has means 11 for axially fixing the foundation element 3, that means for securing against displacement in the vertical direction.
  • the holding device 10 can thus ensure that the foundation element 3 when lowering the working platform 2, but also during the drilling process, its rotational position, but also maintains its axial position relative to the working platform 2.
  • a drill pipe 5 For producing a bore, in which the foundation element 3 is introduced, a drill pipe 5 is provided.
  • the drill string 5 extends inside the foundation element 3.
  • a drill head 52 designed as a full cut drill head is provided, which is equipped with roll chisels.
  • the drill head 52 protrudes at the lower end of the foundation element 3 over the foundation element 3, so that the drill head 52 can clear soil material below the foundation element 3.
  • the drill string 5 consists of a plurality of rod sections, wherein for increasing the load also drill collars 51 may be provided.
  • Via at least one support 57 which protrudes radially from the drill string 5, the drill string 5 is supported on the inner wall of the foundation element 3.
  • rollers 57 may be circumferentially provided on the support.
  • Two supports are provided.
  • the drilling unit 1 For rotationally actuating the drill pipe 5, the drilling unit 1 has an attachment 30 on which a rotary drilling drive 35 is arranged.
  • This rotary drilling drive 35 has an output shaft with a drill pipe connection, on which the drill pipe 5 is arranged.
  • the attachment 30 together with the drill string 5 is placed on the upper tube collar of the tubular foundation element 3.
  • the attachment 30 has a clamping device 31 with a plurality of hydraulic clamps 32, with which the attachment 30 can be fixed to the foundation element 3.
  • the clamps 32 each have a hydraulic cylinder 33, which extends radially from the foundation element 3 to the outside.
  • the drill pipe 5 is rotatable relative to the clamping device 31 and thus also to the hereby clamp-connected foundation element 3.
  • the rotary drilling drive 35 can also be arranged a feed device 36, by means of which the drill pipe 5 can be moved axially to the increase in load relative to the clamping device 31 and thus to the foundation element 3.
  • the feed device 36 may be formed hydraulically and have at least one linear drive, which is connected on the one hand with the drill pipe 5 and on the other hand with the clamping device 31.
  • a Spülbohr for flushing the bore a Spülbohr adopted with a purge line 61 is provided on the drill pipe 5.
  • This flushing line 61 is coupled to the drill string 5 via a flushing head 62.
  • a gooseneck 59 is arranged on the drill string 5, which has a pipe section curved by approximately 90 ° and a pipe section which adjoins this approximately horizontally. About this gooseneck 59, the cuttings are spaced from the borehole mouth delivered.
  • a retractor 60 For receiving the purge line 61, a retractor 60 is arranged on the work platform 2. This has a coil 67 for winding the flushing line 61. Further, the retractor 60 has a deflection roller 68, which deflects the approximately horizontally out of the spool 67 expiring rinse line upwards.
  • a total of four hydraulic supports 21 are arranged, which protrude below the working platform 2, and which are mounted vertically displaceably on the working platform 2.
  • at least one hydraulic cylinder 22 is provided in each case, which is arranged in the illustrated embodiment on its piston housing on the working platform 2, and is connected at its piston rod to the hydraulic support 21.
  • the linear guide 40 for the foundation element 3 is shown in detail in FIG Fig. 3 shown.
  • the linear guide 40 is releasably designed, wherein Fig. 3 above the closed state and Fig. 3 below shows the open state.
  • the linear guide 40 has two with the foundation element 3 corresponding jaw members 41 and 41 ', which form a guide bushing for the foundation element 3 in the closed state.
  • a pliers arrangement is provided, which is actuated by hydraulic cylinders 42.
  • the linear guide 40 is arranged horizontally, that is to say transversely to the direction of advance and transversely to the longitudinal axis of the foundation element 3, displaceably on the working platform 2.
  • this has a linear drive 44, which is preferably designed as a hydraulic cylinder, and which is coupled on the one hand with the linear guide 40 and on the other hand with the working platform 2.
  • the linear drive is extended and the linear guide 40 can guide the foundation element 3.
  • the linear drive 44 ' is retracted and the corresponding linear guide 40' is retracted from the drilling axis of the corresponding drilling unit 1 '.
  • the retraction of the linear guide 40 ' makes it possible to lower the cross-sectionally larger attachment 30' on the linear guide 40 'to the bottom of the working platform 2 compared to the foundation element 3'.
  • a common umbilical cord 70 is provided in the illustrated embodiment.
  • FIGS. 5 to 8 The use of the drilling unit of FIGS. 1 to 4 in an underwater foundation process according to the invention is in the FIGS. 5 to 8 shown.
  • Fig. 5 shows, first, preferably above the water surface, the foundation elements 3 and the drill pipe 5 are arranged on the work platform 2.
  • the foundation elements 3 are fixed on the working platform 2 via the holding devices 10, 11, and the attachments 30 are placed on the foundation elements 3 with the drill rods 5 connected thereto.
  • the working platform 2 loaded with the foundation elements 3 is then lowered by means of the cable arrangement 27 from a floating platform 82 or a ship.
  • Fig. 6 shows, the working platform 2, which also represents a drilling template, then placed by means of the cable assembly 27 on the body of water 80.
  • the working platform 2 is subsequently aligned by actuation of the hydraulic supports 21 which rise up on the body of water 80.
  • Fig. 7 then begins the drilling process.
  • the foundation elements 3 are sunk over their own weight in the cleared holes 81.
  • the means 11 for axially fixing the foundation element 3 can be repeatedly released.
  • Fig. 8 shows, after the drilling operation, the working platform 2 together with the drill string 5 recovered by retrieving the cable assembly 27.
  • the foundation elements 3 remain in the ground.
  • the clamping devices 31, which have hitherto connected the drill pipes 5 to the respective foundation elements 3, are loosened, and the foundation elements 3 are released from the means 11 for axially fixing the foundation elements 3.
  • the means 11 can now serve to secure the drill string 5 to the working platform 2.
  • the foundation elements 3 introduced into the body of water 80 can, for example, be filled with a settable suspension, in particular with concrete, and / or serve to support underwater structures.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Foundations (AREA)
EP09014374A 2009-11-17 2009-11-17 Installation de forage d'eau souterraine et procédé d'entrée d'un élément de fondation cylindrique au fond de l'eau Active EP2322724B1 (fr)

Priority Applications (10)

Application Number Priority Date Filing Date Title
PT09014374T PT2322724E (pt) 2009-11-17 2009-11-17 Instalação de perfuração submarina e processo para introduzir um elemento de fundação tubular no fundo marinho
DK09014374.4T DK2322724T3 (da) 2009-11-17 2009-11-17 Undervandsboreindretning og fremgangsmåde til anbringelse af et rørformet funderingselement i havbunden
EP09014374A EP2322724B1 (fr) 2009-11-17 2009-11-17 Installation de forage d'eau souterraine et procédé d'entrée d'un élément de fondation cylindrique au fond de l'eau
AT09014374T ATE554234T1 (de) 2009-11-17 2009-11-17 Unterwasserbohranordnung und verfahren zum einbringen eines rohrförmigen gründungselements in den gewässergrund
ES09014374T ES2384672T3 (es) 2009-11-17 2009-11-17 Dispositivo de perforación bajo el agua y procedimiento para la introducción de un elemento de cimentación tubular en el fondo de las aguas
PL09014374T PL2322724T3 (pl) 2009-11-17 2009-11-17 Wiertnica podwodna
CA2720430A CA2720430C (fr) 2009-11-17 2010-11-09 Installation de forage sous-marin et methode de pose d'element de fondation tubulaire and le lit d'un plan d'eau
US12/942,712 US8668028B2 (en) 2009-11-17 2010-11-09 Underwater drilling arrangement and method for introducing a tubular foundation element into the bed of a body of water
AU2010241465A AU2010241465B2 (en) 2009-11-17 2010-11-15 Underwater drilling arrangement and method for introducing a tubular foundation element into the bed of a body of water
KR20100114434A KR101484303B1 (ko) 2009-11-17 2010-11-17 수중 드릴링 장치 및 해저면 속으로 관형 기초 요소를 삽입하는 방법

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP09014374A EP2322724B1 (fr) 2009-11-17 2009-11-17 Installation de forage d'eau souterraine et procédé d'entrée d'un élément de fondation cylindrique au fond de l'eau

Publications (2)

Publication Number Publication Date
EP2322724A1 true EP2322724A1 (fr) 2011-05-18
EP2322724B1 EP2322724B1 (fr) 2012-04-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP09014374A Active EP2322724B1 (fr) 2009-11-17 2009-11-17 Installation de forage d'eau souterraine et procédé d'entrée d'un élément de fondation cylindrique au fond de l'eau

Country Status (10)

Country Link
US (1) US8668028B2 (fr)
EP (1) EP2322724B1 (fr)
KR (1) KR101484303B1 (fr)
AT (1) ATE554234T1 (fr)
AU (1) AU2010241465B2 (fr)
CA (1) CA2720430C (fr)
DK (1) DK2322724T3 (fr)
ES (1) ES2384672T3 (fr)
PL (1) PL2322724T3 (fr)
PT (1) PT2322724E (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2527539A1 (fr) 2011-05-27 2012-11-28 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'introduction d'un élément de fondation dans le sol d'une étendue d'eau
EP2532790A1 (fr) 2011-06-10 2012-12-12 Bauer Spezialtiefbau GmbH Procédé de fabrication d'un élément de fondation sous-marin, tête d'ajustement pour un élément de fondation sous-marin et agencement de travail sous-marin
EP2562348A1 (fr) 2011-08-23 2013-02-27 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage
EP2562347A1 (fr) 2011-08-23 2013-02-27 BAUER Maschinen GmbH Agencement de travail sous-marin et son procédé d'ancrage
EP2562310A1 (fr) 2011-08-23 2013-02-27 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage au fond de l'eau
EP2837743A1 (fr) 2013-08-14 2015-02-18 Bauer Spezialtiefbau GmbH Procédé et dispositif destinés à la réalisation d'un élément de fondation dans le sol
EP2414594B1 (fr) 2009-04-01 2016-05-11 Marine Current Turbines Limited Système et procédée de realisation des pieux sous marines
EP4350119A1 (fr) * 2022-10-06 2024-04-10 BAUER Maschinen GmbH Dispositif de forage sous-marin et procédé de construction d'un tubage sous-marin

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
MX342744B (es) * 2010-06-30 2016-10-10 Marl Tech Inc * Sistema de perforacion bajo el agua que se puede operar en forma remota y metodo de perforacion.
NO333844B1 (no) * 2010-11-09 2013-09-30 Agr Subsea As Fremgangsmåte for å etablere et borehull i en sjøbunn og et lederør og en sugemodul for utøvelse av fremgangsmåten

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4131166A (en) * 1974-07-26 1978-12-26 Van Kooten B.V. Pile driving device
JPS5891222A (ja) * 1981-11-20 1983-05-31 吉永機械株式会社 杭打設方法
EP0520544A1 (fr) * 1991-06-28 1992-12-30 SAIPEM S.p.A. Dispositif amélioré pour le levage et le battage de pieux de fondation de structures off-shore
US5794716A (en) * 1996-06-26 1998-08-18 American Piledriving Equipment, Inc. Vibratory systems for driving elongate members into the earth in inaccessible areas
GB2431189A (en) 2005-10-14 2007-04-18 Tidal Generation Ltd Installation of underwater anchorages
GB2448358A (en) 2007-04-12 2008-10-15 Tidal Generation Ltd Installation of underwater ground anchorages

Family Cites Families (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3519071A (en) * 1967-12-21 1970-07-07 Armco Steel Corp Method and apparatus for casing offshore wells
US3621910A (en) * 1968-04-22 1971-11-23 A Z Int Tool Co Method of and apparatus for setting an underwater structure
US3608652A (en) * 1968-11-13 1971-09-28 A Z Int Tool Co Underwater drilling apparatus
US3656549A (en) * 1969-09-17 1972-04-18 Gray Tool Co Underwater completion system
US3831386A (en) * 1973-02-26 1974-08-27 Raymond Int Inc Driving of hollow tubular members
JPS51103801A (fr) * 1976-02-05 1976-09-14 Taylor Woodrow Const Ltd
FR2442953A1 (fr) * 1978-07-04 1980-06-27 Tim Tech Ind Minieres Procede de forage sous-marin et dispositif s'y rapportant
IT1166864B (it) * 1979-05-29 1987-05-06 Saipem Spa Apparecchiatura perfezionata per il supporto di tubazioni sospese su avvallamenti situati anche a grandi profondita' del mare e metodo perfezionato per l'installazione di essa
NL8101640A (nl) * 1981-04-02 1982-11-01 Shell Int Research Zuiganker en werkwijze voor het installeren van een dergelijk anker.
US4558744A (en) * 1982-09-14 1985-12-17 Canocean Resources Ltd. Subsea caisson and method of installing same
US4575282A (en) * 1984-06-04 1986-03-11 Pardue Sr James H System for driving open end pipe piles on the ocean floor using pneumatic evacuation and existing hydrostatic pressure
GB2200672B (en) * 1986-09-10 1991-01-23 David Sidney Dallimer Apparatus for installing marine silos
FR2605657A1 (fr) * 1986-10-22 1988-04-29 Soletanche Procede pour la realisation d'un pieu dans le sol, machine de forage et dispositif pour la mise en oeuvre de ce procede
US5244312A (en) * 1991-12-29 1993-09-14 Conoco Inc. Pile supported drilling template
JPH08269958A (ja) * 1995-03-31 1996-10-15 Nippon Sharyo Seizo Kaisha Ltd 杭施工機用作業台昇降装置
US5951207A (en) * 1997-03-26 1999-09-14 Chevron U.S.A. Inc. Installation of a foundation pile in a subsurface soil
GB0209861D0 (en) * 2002-04-30 2002-06-05 Maris Tdm Ltd Drilling rig
US6659182B1 (en) * 2002-07-11 2003-12-09 Halliburton Energy Services, Inc. Retrievable suction embedment chamber assembly
KR100664399B1 (ko) * 2005-10-31 2007-01-04 주식회사 동아지질 수중지반용 심층교반장비의 승하강로드 서포트축의가이드장치
KR100773227B1 (ko) 2006-05-19 2007-11-05 삼보지질 주식회사 해상 또는 수상에서 강관의 항타 및 현장타설말뚝의 시공을위한 강관 클램핑 장치
US7703534B2 (en) * 2006-10-19 2010-04-27 Adel Sheshtawy Underwater seafloor drilling rig
US7380614B1 (en) * 2007-05-11 2008-06-03 Williamson & Associates, Inc. Remotely operated water bottom based drilling system using cable for auxiliary operations
GB0814341D0 (en) * 2008-08-06 2008-09-10 Aws Ocean Energy Ltd Pile system
GB0905663D0 (en) * 2009-04-01 2009-05-13 Marine Current Turbines Ltd Methods of and apparatus for the installation of columns/piles

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4131166A (en) * 1974-07-26 1978-12-26 Van Kooten B.V. Pile driving device
JPS5891222A (ja) * 1981-11-20 1983-05-31 吉永機械株式会社 杭打設方法
EP0520544A1 (fr) * 1991-06-28 1992-12-30 SAIPEM S.p.A. Dispositif amélioré pour le levage et le battage de pieux de fondation de structures off-shore
US5794716A (en) * 1996-06-26 1998-08-18 American Piledriving Equipment, Inc. Vibratory systems for driving elongate members into the earth in inaccessible areas
GB2431189A (en) 2005-10-14 2007-04-18 Tidal Generation Ltd Installation of underwater anchorages
GB2448358A (en) 2007-04-12 2008-10-15 Tidal Generation Ltd Installation of underwater ground anchorages

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2414594B2 (fr) † 2009-04-01 2020-02-26 Marine Current Turbines Limited Système et procédé de réalisation de pieux sous marins
EP2414594B1 (fr) 2009-04-01 2016-05-11 Marine Current Turbines Limited Système et procédée de realisation des pieux sous marines
EP2527539A1 (fr) 2011-05-27 2012-11-28 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'introduction d'un élément de fondation dans le sol d'une étendue d'eau
EP2532790A1 (fr) 2011-06-10 2012-12-12 Bauer Spezialtiefbau GmbH Procédé de fabrication d'un élément de fondation sous-marin, tête d'ajustement pour un élément de fondation sous-marin et agencement de travail sous-marin
US8757289B2 (en) 2011-08-23 2014-06-24 Bauer Maschinen Gmbh Underwater drilling arrangement and method for making a bore in a bed of a water body
US8720603B2 (en) 2011-08-23 2014-05-13 Bauer Maschinen Gmbh Underwater drilling arrangement and method for making a bore
EP2562310A1 (fr) 2011-08-23 2013-02-27 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage au fond de l'eau
US8911180B2 (en) 2011-08-23 2014-12-16 Bauer Maschinen Gmbh Underwater work assembly and method for anchoring thereof
EP2562347A1 (fr) 2011-08-23 2013-02-27 BAUER Maschinen GmbH Agencement de travail sous-marin et son procédé d'ancrage
EP2562310B1 (fr) * 2011-08-23 2016-07-20 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage au fond de l'eau
EP2562348B1 (fr) 2011-08-23 2017-10-04 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage
EP2562348A1 (fr) 2011-08-23 2013-02-27 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage
EP2837743A1 (fr) 2013-08-14 2015-02-18 Bauer Spezialtiefbau GmbH Procédé et dispositif destinés à la réalisation d'un élément de fondation dans le sol
WO2015022105A1 (fr) 2013-08-14 2015-02-19 Bauer Spezialtiefbau Gmbh Procédé et dispositif de mise en place d'un élément de fondation dans le sol
EP4350119A1 (fr) * 2022-10-06 2024-04-10 BAUER Maschinen GmbH Dispositif de forage sous-marin et procédé de construction d'un tubage sous-marin

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KR20110055437A (ko) 2011-05-25
ES2384672T3 (es) 2012-07-10
AU2010241465A1 (en) 2011-06-02
AU2010241465B2 (en) 2011-11-24
US8668028B2 (en) 2014-03-11
PT2322724E (pt) 2012-06-27
US20110272194A1 (en) 2011-11-10
EP2322724B1 (fr) 2012-04-18
DK2322724T3 (da) 2012-05-21
CA2720430A1 (fr) 2011-05-17
KR101484303B1 (ko) 2015-01-16
PL2322724T3 (pl) 2012-09-28
CA2720430C (fr) 2014-12-23
ATE554234T1 (de) 2012-05-15

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