WO2010015799A2 - Système de pieux - Google Patents

Système de pieux Download PDF

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Publication number
WO2010015799A2
WO2010015799A2 PCT/GB2009/001729 GB2009001729W WO2010015799A2 WO 2010015799 A2 WO2010015799 A2 WO 2010015799A2 GB 2009001729 W GB2009001729 W GB 2009001729W WO 2010015799 A2 WO2010015799 A2 WO 2010015799A2
Authority
WO
WIPO (PCT)
Prior art keywords
pile
ground
base assembly
drill bit
assembly
Prior art date
Application number
PCT/GB2009/001729
Other languages
English (en)
Other versions
WO2010015799A3 (fr
Inventor
David Hitchin
Original Assignee
Aws Ocean Energy Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Aws Ocean Energy Ltd filed Critical Aws Ocean Energy Ltd
Priority to EP09784688.5A priority Critical patent/EP2593609B1/fr
Priority to US13/057,946 priority patent/US20110158752A1/en
Publication of WO2010015799A2 publication Critical patent/WO2010015799A2/fr
Publication of WO2010015799A3 publication Critical patent/WO2010015799A3/fr

Links

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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/40—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds in open water

Definitions

  • the present invention relates to a pile system, and in particular, but not exclusively, to a pile system for installation subsea.
  • Piles are frequently installed in offshore environments, for example to provide suitable foundations or anchors for marine structures, such as offshore oil and gas platforms, piers, harbours and the like. Offshore pile installation is typically achieved by utilising specialised vessels, such as crane vessels, which are limited in number and attract premium rental rates.
  • the ocean or sea floor is typically formed with a top layer of relatively soft material, such as mud, silt or sand or the like, overlying more substantial consolidated material and bedrock.
  • a top layer of relatively soft material such as mud, silt or sand or the like
  • the softer top layer is sufficiently thick it may be possible to install a complete pile foundation by hammering a pile through the top layer to the required depth, without reaching the layer of bedrock.
  • the top layer is relatively thin such that sufficient pile installation length cannot be achieved without extending into the hard bedrock. In such circumstances it is difficult to ensure sufficient pile sidewall friction using conventional hammering and drilling techniques.
  • Such devices typically require to be anchored to the seabed, and thus require some form of foundation support.
  • This support may be provided by, for example, gravity based anchors, which involves locating a large block of several hundred tonnes on the seabed, which presents significant handling issues.
  • Other support methods include pile systems.
  • the nature of offshore renewable devices requires installation in energy dense regions, where extreme sea conditions are typical. Such extreme sea conditions, for example strong wave, tidal and current activity, do not normally permit deep layers of silt or soil to accumulate on the lower layers of bedrock, and as such any pile system will need to accommodate this.
  • offshore energy devices typically operate by being displaced by a natural fluid motion, and as such the support anchor utilised must be capable of reacting against the forces produced. These forces may comprise downwardly or laterally applied forces, for example, which may be adequately taken on hammered piles.
  • some devices such as the applicant's Archimedes WaveswingTM device, apply significant upward forces on associated support anchors which must therefore be capable of resisting being lifted from the seabed.
  • a pile system comprising: a base assembly adapted to be mounted on a ground surface; a first pile adapted to be extended through the base assembly and into the ground; and a drilling assembly comprising a drill bit unit secured relative to a lower region of the first pile to drill a hole to accommodate the first pile therein, wherein the base assembly is adapted to engage the first pile to prevent rotation thereof.
  • the first pile may be installed within the ground by simultaneously drilling the hole with the drill bit unit while lowering the first pile through the base.
  • the system may define a self-drilling pile system.
  • interengagement of the first pile and the base assembly will advantageously prevent the first pile from rotating, for example due to the reaction torque from the drill bit unit when in use.
  • the system may further comprise a spoolable medium adapted to be secured to the first pile.
  • the spoolable medium may be utilised to lower, insert or raise and recover the first pile relative to the base.
  • the spoolable medium may comprise a wire, rope, chain, coiled tubing or the like, or any suitable combination thereof.
  • the spoolable medium may be secured to a support.
  • the support may comprise an A-frame, gantry or crane arrangement, winch drum, support platform or the like, or any suitable combination thereof.
  • the support may be provided on a land based structure. Alternatively, the support may be provided on a floating structure, such as a vessel, platform or the like.
  • the base assembly may comprise a pile passage adapted to receive the first pile to extend therethrough and into the ground.
  • the pile passage may assist to align the first pile for entry into the ground at a required inclination.
  • the pile passage may assist to stabilise the first pile while extending into the ground.
  • the first pile may be adapted to engage the base assembly via interengaging profiles.
  • the interengaging profiles may extend longitudinally relative to the base assembly and the first pile. This arrangement may prevent relative rotation of the first pile and base assembly while permitting relative axial movement to allow the first pile to extend through the base assembly and into the ground.
  • the interengaging profiles may comprise a spline arrangement.
  • the interengaging profiles may comprise interengaging fins, slots, detents, channels, pins or the like.
  • the interengaging profiles may be provided on the outer and inner surfaces, respectively, of the first pile and base assembly.
  • an inner surface of the pile passage extending through the base assembly may comprise a profile adapted to be engaged by a corresponding profile on an outer surface of the first pile.
  • the first pile and base assembly may be adapted to directly interengage.
  • interengaging profiles or the like may be directly installed or provided on both the base assembly and the first pile.
  • the first pile and base assembly may be adapted to indirectly engage.
  • the system may further comprise a sleeve adapted to be interposed between the first pile and the base assembly.
  • the sleeve may be defined as an adaptor sleeve.
  • the sleeve may comprise an inner profile adapted to engage an outer profile formed on the first pile.
  • the sleeve may comprise an outer profile adapted to engage an inner profile formed on the base assembly, for example formed on or in an inner surface of the pile passage.
  • the sleeve may be adapted to assist insertion of the first pile into the base assembly.
  • the sleeve may function as a running tool, for example.
  • the sleeve may be releasably secured to a lower end of the first pile, for example via a latching arrangement, shearable connection or the like. In this arrangement lowering of the first pile towards and into the base assembly may cause initial engagement of the sleeve with the base assembly, to assist in alignment of the first pile relative to the base, prior to insertion into the ground.
  • the sleeve may be received within the pile passage of the base assembly.
  • the sleeve may be retained within the pile passage while the first pile is being inserted into the ground.
  • the sleeve may be adapted to be released from the lower end of the first pile once said sleeve is engaged with the base assembly such that the first pile may be translated therethrough to extend into the ground, while the sleeve provides the necessary interengagement between the first pile and the base assembly to prevent rotation of the first pile.
  • the drilling assembly may comprise a drive source adapted to drive the drill bit unit.
  • the drive source may comprise a motor, such as an electric motor, hydraulic motor or the like.
  • the entire drilling assembly may be located at an end region of the first pile.
  • power such as electrical or hydraulic power
  • portions of the drilling assembly may be located remotely from the drill bit, and the lower region of the first pile.
  • a drive source may be located remotely from the drill bit.
  • the drilling assembly may comprise a drive shaft extending between the drill bit and the drive source. The drive shaft may extend through the first pile.
  • At least a portion of the drill bit unit may be releasably secured to the first pile. At least a portion of the drill bit unit may be retrievable from within the first pile, and thus recoverable to surface level, for example when the first pile has been installed to the required depth. Alternatively, the drill bit unit may be arranged to remain fixed to the first pile after installation thereof.
  • the drill bit unit may comprise a drill bit.
  • the drill bit may be retrievable relative to the first pile.
  • the drill bit may be mounted on a drill body.
  • the drill bit may be expandable such that said drill bit may be configured between a first diameter and a larger second diameter.
  • the drill bit may be configured to define a third diameter.
  • the first diameter may be equal to or less than an inner diameter of the first pile.
  • the second diameter may be equal to or greater than an outer diameter of the first pile.
  • the third diameter may be greater then the second diameter.
  • This arrangement may also permit the drill bit and drill bit unit to be installed through the first pile while configured to define the first diameter, and subsequently reconfigured to define the second diameter once located at the lower region of the first pile. Additionally, this arrangement may permit the drill bit to be reconfigured from the second diameter to the first diameter to permit retrieval through the first pile.
  • the drill bit unit may comprise at least one underreamer arrangement, fly cutter or the like.
  • the drill bit unit may comprise a sealing arrangement adapted to prevent ingress or outflow of drilling fluids and cuttings.
  • the drill bit unit may comprise a contra-rotating drill bit. This may assist to balance drilling torque to reduce the rotational loading applied to the first pile, and thus base assembly while drilling.
  • the contra-rotating drill bit may comprise a first component adapted to rotate in a first direction, and a second component adapted to rotate in a second opposite direction.
  • the first and second components may be separated by a bearing arrangement, for example.
  • the first and second components may be adapted to be driven by a common drive source, or alternatively by separate drive sources.
  • the first and second components may be gear-coupled together.
  • the first and second components may define the same of different diameters.
  • the drilling assembly may comprise a pumping arrangement adapted to pump a fluid toward the region of the drill bit.
  • the fluid may be pumped through the first pile, for example directly through the first pile, via a conduit extending through the first pile or the like.
  • the fluid may be utilised for, for example, cooling, lubrication, drill cuttings removal or the like, or any suitable combination thereof.
  • the fluid may comprise seawater, drilling mud or the like.
  • the pumping arrangement may be adapted to remove the fluid after being pumped toward the region of the drill bit. This may permit cuttings and the like to be removed for disposal.
  • the fluid may be removed directly through the first pile, via a conduit extending through the first pile or the like.
  • the pumping arrangement may comprise a single pumping unit.
  • the pumping arrangement may comprise at least two pumping units, a first unit configured for injection of fluid towards the drill bit, and a second unit for retrieval and return of the fluid from the region of the drill bit.
  • the pumping arrangement may be adapted to be mounted on an upper region of the first pile.
  • a sealing arrangement may be provided between the pumping arrangement and the first pile.
  • the base assembly may be secured to the ground surface to secure the base against rotation.
  • the base assembly may comprise at least one ground engaging element adapted to pierce the surface of the ground to secure the base assembly against rotation.
  • the at least one ground engaging element may comprise a fin, rib or the like.
  • the at least one ground engaging element may comprise a pin or plate arranged to pierce the surface of the ground.
  • a plurality of ground engaging elements may be provided to assist to secure the base assembly against rotation.
  • the system may comprise a drive arrangement to assist piercing of the ground surface with the at least one ground engaging element.
  • the drive arrangement may comprise an impact or hammer arrangement, a propelling arrangement, such as a bolting gun, a screw arrangement, hammered pile or the like.
  • the drive arrangement may be mounted on the base assembly, and in some embodiments may form part of the base assembly.
  • the base assembly may comprise at least one leg assembly.
  • the at least one ground engaging element may be mounted on the at least one leg assembly.
  • the system may further comprise a levelling arrangement adapted to control the level or orientation of the base assembly, for example relative to the ground surface.
  • the levelling arrangement may comprise a hydraulic levelling system or the like.
  • the levelling arrangement may be provided in combination with a leg assembly of the base assembly.
  • a leg may be pivotally mounted on the base assembly, wherein pivoting motion of the leg is achieved to arrange the base assembly in the required orientation.
  • the base assembly may be adapted to be lowered or raised relative to the ground surface by a spoolable medium.
  • This arrangement may permit the base assembly to be installed from a location elevated above the ground surface, such as an offshore floating platform utilised to lower the base on to a sea bed.
  • the offshore floating platform may be provided by a crane barge or the like.
  • the spoolable medium for lowering or raising the base assembly may be commonly used for lowering or raising the first pile relative to the base assembly.
  • the base assembly may be provided in segments adapted to be releasably secured together. This arrangement may permit ease of installation or retrieval.
  • the base assembly may be adapted to be engaged by at least one guide member extending form the base assembly to a location elevated above the ground surface.
  • the guide member may be adapted to guide at least the first pile between the elevated location and the base assembly, for example to assist in ensuring correct alignment of the first pile and base assembly.
  • the system may comprise an outer pile adapted to be inserted within the ground, wherein the system is arranged such that the first pile is inserted through the outer pile.
  • the outer pile may be inserted through the base assembly and into the ground. Alternatively, the outer pile may define the base assembly.
  • the outer pile may be inserted into the ground simultaneously with the first pile.
  • the outer pile may be inserted into the ground prior to insertion of the first pile.
  • the outer pile may be inserted into a hole drilled in the ground.
  • the outer pile may be inserted in the ground by a jetting arrangement.
  • the system may comprise a jetting assembly adapted to jet a fluid in the region of a lower end of the outer pile, wherein said jetted fluid is utilised to disturb the earth at the insertion location to permit insertion of the outer pile.
  • the jetting assembly may comprise a jetting pump for this purpose.
  • the jetting assembly may further comprise a suction pump adapted to remove the jetted fluid and disturbed earth.
  • Inserting the outer pile by a jetting arrangement may be selected in circumstances where ground conditions are unconsolidated material such as mud, sand, gravel or the like.
  • the outer pile may be adapted to engage the first pile to secure the outer and first piles from relative rotation. This may be achieved by a spline arrangement or the like.
  • the outer pile may be shorter than the first pile, such that the outer pile may be located in the ground to a desired depth, and the first pile be drilled and located in the ground to a greater depth.
  • This combined outer and first pile arrangement may therefore provide a robust piling system.
  • the outer pile may be utilised to extend through relatively soft material overlying a layer of bedrock or other consolidated layer, wherein the first pile is arranged to extend into the bedrock. This arrangement may be particularly useful in offshore applications.
  • the system may further comprise a second pile adapted to be inserted within the ground and to extend through the first pile.
  • the first and second piles may be inserted in the ground simultaneously.
  • the second pile may be inserted within the ground subsequent to the first pile.
  • the second pile may comprise a drilling assembly having a drill bit unit secured relative to a lower end of the second pile.
  • the drill bit unit may comprise a drill bit.
  • the second pile may be arranged to be inserted into a hole drilled by the drilling assembly.
  • the drilling assembly may be similar to the drilling assembly secured relative to the first pile.
  • the second pile may be arranged to engage with the base assembly to prevent rotation of the second pile, for example from drilling torque.
  • the second pile may directly engage the base assembly, for example through a profiled connection or the like.
  • the second pile may indirectly engage the base assembly, for example via the first pile, a sleeve, an adaptor sleeve or the like, or any suitable combination thereof.
  • the first pile may be shorter than the second pile, such that the first pile may be located in the ground to a desired depth, and the second pile located in the ground to a greater depth. This combined pile arrangement may therefore provide a robust piling system.
  • the pile system may comprise further piles, which may be inserted within the ground via a drilled hole.
  • the system may further comprise a grouting assembly adapted to grout at least the first pile within the ground.
  • the grouting assembly may be arranged to deliver grout at least between an outer surface of the first pile and a wall of the bore drilled by the drilling assembly.
  • the grouting system may also be arranged to grout other piles of the piling system, such as the outer pile and the second pile, within the ground.
  • the grouting assembly may comprise a first grout member.
  • the first grout member may be arranged to be inserted within the first pile.
  • the first grout member may comprise a plug adapted to be delivered into the first pile, wherein the plug permits the passage of grout therethrough.
  • the plug may be adapted to establish a seal with the inner surface of the first pile. The seal may assist to prevent leakage of grout within the first pile.
  • the first grout plug may be coupled to at least one conduit arranged to communicate a fluid to the grout plug.
  • the at least one conduit may comprise a conduit for communicating a fluid (gas or liquid) to energise grout seals.
  • the at least one conduit may comprise a conduit for communicating grout to the grout plug.
  • the first grout member may be retrievable. Alternatively, the first grout member may be arranged to be retained within the first pile.
  • the first grout member may be adapted to provide an anchor attachment point, such as a socket, lug, eyelet or the like.
  • the anchor attachment point may be utilised to permit a structure or otherwise to be secured to the pile system, to thus be anchored by the pile system.
  • the first grout member may be adapted to be received within the second pile.
  • the first grout member may be arranged to permit grout to be delivered to secure both the second and first piles within the ground, and optionally also the outer pile if utilised.
  • the grouting assembly may comprise a second grouting member.
  • the second grouting member may be adapted to be received within the second pile.
  • the second grouting member may be adapted to provide an anchor attachment point.
  • the pile system may define a subsea pile system.
  • a method of installing a pile system comprising the steps of: mounting a base assembly on a ground surface; lowering a first pile through the base assembly; drilling a hole in the ground with a drill bit unit secured relative to an end of the first pile while simultaneously inserting the first pile within the drilled hole; and engaging the first pile with the base assembly to prevent rotation of the first pile.
  • the method may comprise the step of inserting an outer pile within the ground, and locating the first pile through and within the outer pile.
  • the method may comprise the step of grouting the first pile within the ground, and optionally within the outer pile, if present.
  • the method may comprise the step of inserting a second pile within the ground through the first pile.
  • the second pile may be grouted within the ground.
  • the method may comprise steps directly or indirectly derived from the features defined above in relation to the first aspect.
  • a pile system comprising: a first pile to be inserted within the ground; and a drilling assembly comprising a drill bit unit secured relative to a lower region of the first pile to form a drilled hole to accommodate the first pile; wherein the first pile is adapted to be lowered into the ground on a spoolable medium.
  • the spoolable medium may form part of the system.
  • a method of installing a pile system comprising the steps of: mounting a first pile on a spoolable medium; and drilling a hole in the ground with a drill bit unit secured relative to an end of the first pile while simultaneously lowering the first pile within the drilled hole on the spoolable medium.
  • a pile system comprising: a pile adapted to be inserted into the ground; and a drilling assembly comprising a drill bit unit secured relative to a lower region of the first pile to drill a hole to accommodate the first pile therein, wherein the drill bit unit comprises contra-rotating drill bit.
  • Figures 1 (a) - (d) show sequential steps of installing a base assembly and outer pile of a pile system according to an embodiment of the present invention:
  • Figures 2(a) - (d) show sequential steps of installing a first pile of the pile system;
  • Figures 3(a) - (d) show sequential steps of grouting the outer and first piles within the ground
  • Figures 4(a) - (d) show sequential steps of installing a second pile of the pile system
  • Figures 5(a) - (d) show sequential steps of grouting the second pile in place to provide an anchor, and removing the base assembly;
  • Figures 6(a) - (d) shows various stages of installing the first and second piles and demonstrates the use of an anti-rotation arrangement
  • Figures 7(a) and (b) show side and top views of the base assembly
  • Figure 8 is a diagrammatic representation of a drilling assembly according to a first embodiment.
  • Figure 9 is a diagrammatic representation of a drilling assembly according to a second embodiment.
  • FIG. 1 (a) - (d) of the drawings in which there are shown sequential steps of installing a base assembly 10 and an outer pile 12 of a pile system according to an embodiment of the present invention.
  • the pile system is installed offshore and into a seabed 14.
  • FIG. 1 The initial stage of installation is shown in Figure 1 in which the outer pile 12 is located within a pile passage 14 formed in the base assembly 10, and the base assembly 10 and outer pile 12 are lowered together from a surface vessel (not shown).
  • the base assembly 10 and outer pile 12 are lowered through the seawater 15 on wires 16, 18, 20.
  • wires 16, 18 are secured to respective guide posts 22, 24 formed on the base assembly 10 and function to guide further components being lowered from the floating vessel.
  • the outer pile may be of any suitable length, and in the embodiment may be between 6 and 7 metres long.
  • a combined pump arrangement including a jetting pump 26 and a suction pump 28 is installed in an upper region of the outer pile 12.
  • the jetting pump 26 includes a pipe 30 which extends through and terminates in a lower region of the outer pile 12.
  • the jetting and suction pumps 26, 28 are utilised to locally displace the seabed material to permit insertion of the outer pile 12. Power for the pumps 27, 28 is supplied through an umbilical 29.
  • the base assembly 10 is landed on the seabed 14 and feet or pins 32 extend through the surface of the seabed 14.
  • the feet 32 are intended to secure the base assembly 10 against rotation.
  • the base assembly 10 includes three feet 32 (only two shown) mounted on respective legs which are uniformly circumferentially distributed around the base assembly 10.
  • the legs 36 are arranged to be manipulated to assist in achieving the desired orientation and level of the base assembly 10.
  • Each foot 32 may include a hydraulic hammering arrangement 38
  • the jetting pump 26 is activated, as shown in Figure 1(c), to produce a jet of seawater from the end of the pipe 30 to disturb and liquefy the seabed region 14a at the leading end of the outer pile 12.
  • the suction pump 28 is activated to remove the liquefied seabed material, as indicated by reference numeral 40.
  • the outer pile 12 is simultaneously inserted, under its own weight, within the resulting excavated hole within the seabed 14.
  • the outer pile 12 is guided by a guide plate 27 which engages the guide wires.
  • the pumps 26, 28 and jetting nozzle 30 are retrieved to the floating vessel on the wire 20, while being guided on the wires 16, 18 by at least the guide plate 27.
  • the outer pile 12 may be installed in the manner described above through relatively soft seabed material, such as sand, silt or mud, which overlies more substantial bedrock or other consolidated layer.
  • the outer pile 12 may therefore be inserted until the interface with the bedrock is reached.
  • a further pile in this case conveniently identified as a first drilled pile 50, is installed, as will now be described with reference to Figures 2(a) - (d).
  • the first pile 50 is longer than the outer pile 12 and in the embodiment shown may be in the region of 11 to 12 metres long.
  • the first pile 50 is, as shown in Figure 2(a), lowered from the surface vessel on the wire 20, and is guided via an upper guide plate 51 and a lower guide or adaptor sleeve 52 on the guide wires 16, 18.
  • the function of the adaptor sleeve 52 will be described later below.
  • a drill bit unit having a drill bit 54 is releasably secured relative to a lower end region of the first pile 50.
  • a pump arrangement including a cooling pump 56 and a drill cuttings removal pump 58 is releasably secured to an upper end region of the first pile 50.
  • the cooling pump 56 supplies seawater to the drill bit 54 for the purposes of cooling, lubrication and cuttings removal and the like, and the cuttings removal pump 58 discharges the cuttings and seawater from the first pile 50.
  • the jetting and suction pumps 26, 28 identified above and shown in Figure 1 may be utilised as the cooling and drill cuttings removal pumps.
  • the first pile 50 is received within and extends through the passage 14 in the base assembly 10, and is subsequently run in through the outer pile 12 until the drill bit 54 lands on the bottom of the hole created by the outer pile 12, as illustrated in
  • the drill bit 54 is then actuated, for example by a hydraulic motor, to extend further into the earth, wherein the first pile 50 follows the drill bit 54, under its own weight, to become simultaneously located in the hole being drilled.
  • the cooling pump 56 delivers seawater to the interface between the drill bit 54 and the earth or rock being drilled, and the cuttings pump 58 discharges the seawater and drill cuttings, as indicated by region 60.
  • the first pile 50 is rotationally fixed relative to the base assembly 10 via the adaptor sleeve 52, as discussed in further detail below, so that the first pile 50 is secured against rotation due to drilling torque. In this respect, any drilling torque will be transmitted to the base assembly 10, and will be reacted against the feet 32 which are secured within the seabed 14
  • the drill bit 54 is expandable so that it may be configured to define a first diameter which is smaller than the inner diameter of the first pile, and reconfigured to define a second diameter which is greater than the outer diameter of the first pile 50. This arrangement permits the drill bit 54 to be inserted or retrieved through the first pile, while permitting a hole of sufficient diameter to be created to receive the first pile 50.
  • the drill bit 54 allows ' the hole to be undercut to a larger diameter to increase the grout shear area.
  • the drill bit 54 and pumps 56, 58 are released form the first pile 50 and retrieved to the surface vessel on the wire 20, while being guided by wires 16, 18, as shown in Figure 2(d).
  • a grout plug 62 is lowered on umbilicals 64, 66 (and/or optionally the wire 20) while being guided by the guide wires 16, 18.
  • the plug 62 is located within a carriage 68 which engages the wires 16, 18 via a guide plate 69.
  • the plug includes a plurality of annular expandable seals 70 adapted to be inflated by a hydraulic fluid communicated via umbilical 66 to create a seal against the inner surface of the first pile 50.
  • the plug 62 and carriage 68 are received within the passage 14 of the base assembly, and a lower region of the plug 62 is located in an upper region of the first pile 50.
  • the plug 62 is released from the carriage 68 and translated to the lower region of the first pile 50 where the seals 70 are activated or energised by fluid supplied via umbilical 66 to create a seal between the pile 50 and plug 62.
  • Grout 72 is then pumped through umbilical 64, through plug 62 and the piles 12, 50 and bored wall surfaces and into annular regions formed between the piles 12, 50.
  • the grout plug 62 may then be retrieved, as shown in Figure 3(d).
  • a further pile, in this case conveniently termed a second drilling pile 80 may be installed, as shown in Figures 4(a) - (d).
  • the process of installing the second pile 80 is similar in most respects to installing the first pile 50, and so only a brief description will be provided.
  • the second pile 80 may be of any suitable length, and in the embodiment may be between 21 and 24 metres long.
  • the second pile 80 is lowered on the wire 20 while being guided by wires 16, 18 via an upper guide plate 85 and a lower sleeve adaptor 87.
  • the adaptor sleeve 87 functions to rotationally secure the second pile 80 relative to the base assembly 10 to prevent rotation of the second pile 80 due to drilling torque.
  • a drill bit 82 is secured relative to a lower region of the second pile 80
  • a cooling pump 84 and a cuttings removal pump 86 are secured relative to an upper region of the second pile 80.
  • Pumps 84, 86 may be the same as pumps 56, 58 and/or pumps 26, 28.
  • the drill bit unit and pumps 84, 86 are retrieved back to the vessel on the wire 20, while being guided by wires 16, 18.
  • the second pile 80 may then be grouted in place, and an anchor attachment point installed for subsequent use, as will now be described with reference to Figures 5(a) - (d).
  • an anchor pin 90 is lowered on the umbilicals
  • the anchor pin 90 includes an elongate body 90a and an anchor attachment point 90b in the form of an eyelet.
  • a plurality of annular grouting rings 92 are axially distributed along the outer surface of the elongate body
  • An expandable seal 94 is provided at an upper end of the elongate body 90a and in use provides a seal against the inner surface of the second pile 80, to prevent loss of grout.
  • the seal 94 is expanded by hydraulic fluid communicated by umbilical 66.
  • the anchor pin 90 is located within the second pile 80 such that the anchor attachment point 90b is positioned above the second pile 80.
  • the seal 94 is energised.
  • the base assembly 10 may be removed and retrieved back to the vessel.
  • grout 96 is communicated through umbilical 64, through the anchor pin 90 and into the second pile 80 to grout the second pile 80 within its bore and the first pile 50.
  • a pull force may be applied to the anchor attachment point 90b to test its strength, and the umbilicals 64, 66 may be retrieved, leaving the attachment point 90b exposed for use, for example to provide an anchor point for a marine energy device, such as the applicant's Archimedes WaveswingTM device.
  • the embodiment described rotationally secures the first and second piles 50, 80 relative to the base assembly so that the piles 50, 80 may be secured against rotation caused by drilling torque.
  • the outer pile 12 is shown located within the ground, with the base assembly 10 partially shown, and the first pile 50 is shown being lowered towards the base assembly 10.
  • the adaptor sleeve 52 defined as a first adaptor sleeve for convenience, which functions as a running tool is releasably secured to a lower region of the first pile 50, wherein the first adaptor sleeve 52 is arranged to engage with the guide wires (only wire 18 is shown).
  • the first adaptor sleeve 52 includes a plurality of axially extending fins 102 located on the outer surface thereof, and a plurality of axially extending fins 104 located on the inner surface thereof.
  • the first adaptor sleeve 52 When the first pile 50 is lowered the first adaptor sleeve 52 is received within the passage 14 of the base assembly 10, wherein the outer fins 102 are received within axial slots 106 formed within the passage 14 of the base assembly 10, as also shown in Figure 7(b). Engagement of the outer fins 102 within the slots 106 on the base assembly 10 thus rotationally fixes the first adaptor sleeve 52 to the base assembly 10. Once the first adaptor sleeve 52 is located within the base assembly the sleeve 52 may be released from the first pile 50, for example by shearing therefrom, to permit the first pile 50 to be advanced into the ground.
  • the first pile 50 includes a plurality of axially extending fins 108 formed on an upper outer surface thereof.
  • the fins 108 on the first pile 50 are adapted to engage the inner fins 104 on the first adaptor sleeve 52 to thus rotationally fix the first pile 50 to the sleeve 52, which sleeve 52 in turn is rotationally fixed to the base 10.
  • the first adaptor sleeve 52 is shown in Figure 6(b) located within the passage 14 of the base assembly 10, with the first pile 50 inserted to its total depth by drilling, as noted above, wherein drilling torque is reacted through the fins 108, 104 and the fin 102 and slot 106 (see Figure 7(b)).
  • the adaptor sleeve 87 defined as a second adaptor sleeve for convenience, is lowered towards the base 10 while mounted on the second pile 80, wherein the second adaptor sleeve 87 is received within the first adaptor sleeve 52.
  • the second sleeve 87 includes a plurality of axially extending fins 112 located on an outer surface thereof, and a plurality of axially extending fins 114 located on an inner surface thereof.
  • the outer fins 112 are arranged to engage the inner fins 104 of the first sleeve 52, and the inner fins 114 of the second sleeve 87 are arranged to engage axially extending fins 116 formed on an upper outer surface of the second pile 80.
  • the second pile 80 will be rotationally fixed to the second adaptor sleeve 87, which in turn is rotationally fixed to the first adaptor sleeve 52, which in turn is rotationally fixed to the base assembly 10 via fins 102 to slots 106 in the base assembly 10.
  • FIG. 7(a) and (b) shows the first and second adaptor sleeves 52, 87, and the second pile 80 in position.
  • the base assembly 10 includes three legs 36 which carry respective feet 32 to be secured within a surface.
  • the legs 36 are each secured to the base via a lower pin joint 120.
  • a piston arrangement 122 is secured between an upper region of each leg 36, wherein each piston arrangement 122 is adapted to rotate each leg 36 about the pin joint 120 to thus manipulate or change the orientation of the base assembly 10.
  • the base assembly 10 is provided in three segments 10a, 10b, 10c each carrying a respective leg 36.
  • the segments 10a, 10b, 10c are secured together using latching arrangements 124.
  • FIG 8 in which there is shown an arrangement of a drilling assembly according to an embodiment of the present invention.
  • the drilling assembly described incorporates the drill bit 54 first shown in Figure 2 for use in creating a hole for insertion of the first pile 50.
  • the drill bit 54 forms part of a drill bit unit and is releasably secured relative to the lower region of the pile 50 via a hydraulic lock 130, and hydraulic motors 132, 134 are mounted adjacent to the drill bit 54.
  • the drill bit unit includes a first drilling component 136 drivingly coupled to hydraulic motor 132, and a second drilling component 138 drivingly coupled to hydraulic motor 134.
  • the first and second drilling components 136, 138 are adapted to be rotated in opposite directions to assist to reduce the reaction torque applied to the first pile 50.
  • the drill bit unit comprises extendable components 146, 148 in the form of small and large fly or under-reamer cutters such that the drill bit unit may be expanded to a diameter larger than the outer diameter of the first pile 50.
  • the cooling pump 56 is arranged to pump seawater through a conduit 140 extending through the first pile 50 to deliver the seawater to the drill bit 54 for cooling, lubrication, cuttings removal etc.
  • the cuttings removal pump 58 also first shown in Figure 2, is arranged to remove seawater and cuttings etc from the annulus 142 provided between the conduit 140 and the inner wall of the pile 50.
  • FIG. 9 An alternative embodiment of a drilling assembly is shown in Figure 9, reference to which is now made. This embodiment is similar to the embodiment shown in Figure 8 and as such like components share like reference numerals. Also, for clarity and brevity only the differences between the similar embodiments will be highlighted.
  • the hydraulic locks 130 are provided at an upper region of the pile 50, in addition to the hydraulic motors 132, 134 for driving the first and second drilling components 136, 138 of the drill bit 54.
  • inner and outer drive shafts 150, 152 extend between the respective hydraulic motors 132, 134 and the respective drilling components 136, 138.
  • an auger-type thread arrangement may be utilised to recover drill cuttings in addition to, or in place of, lifting cuttings entrained in the cooling medium.
  • the outer pile and the second pile are optional. That is, for example, if ground conditions are consolidated rock, the outer pile may not be used and the first pile may be directly drilled into place.
  • additional piles may be utilised.
  • the system may be suitable for use in installing the piles onshore.
  • the outer pile may define a suitable base assembly, such that the described base assembly 10 may be eliminated.
  • the outer pile may comprise anti-rotation, elements, such as webs or the like adapted to engage the ground to prevent rotation of the outer pile. Any other piles within the system may then be rotationally secured to the outer pile to be secured against rotation.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

La présente invention concerne un système de pieux qui comprend un ensemble base (10) conçu pour être monté sur une surface du sol et un premier pieu (50) conçu pour s’étendre à travers l’ensemble base (10) et dans le sol. Le système comprend un ensemble forage comprenant une unité de trépan (54) fixée par rapport à une région inférieure du premier pieu (50) pour forer un trou devant accueillir le premier pieu (50). L’ensemble base (10) est conçu pour entrer en prise avec le premier pieu (50) pour prévenir la rotation de ce dernier. Dans une disposition, le système comprend un second pieu (80) comportant une unité de forage associée (82) conçue pour s’étendre à travers le premier pieu (50).
PCT/GB2009/001729 2008-08-06 2009-07-13 Système de pieux WO2010015799A2 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP09784688.5A EP2593609B1 (fr) 2008-08-06 2009-07-13 Système de pieux
US13/057,946 US20110158752A1 (en) 2008-08-06 2009-07-13 Pile System

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GBGB0814341.4A GB0814341D0 (en) 2008-08-06 2008-08-06 Pile system
GB0814341.4 2008-08-06

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WO2010015799A2 true WO2010015799A2 (fr) 2010-02-11
WO2010015799A3 WO2010015799A3 (fr) 2010-04-22

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EP (1) EP2593609B1 (fr)
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GB2473683A (en) * 2010-01-05 2011-03-23 Fast Frames Method and apparatus for driving a pile into a substrate
EP2500473A1 (fr) * 2011-03-16 2012-09-19 HOCHTIEF Solutions AG Procédé de fabrication d'une fondation pour une installation offshore
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
US20130223938A1 (en) * 2011-08-23 2013-08-29 Bauer Maschinen Gmbh Underwater work assembly and method for anchoring thereof
EP2719832A1 (fr) 2012-10-15 2014-04-16 BAUER Maschinen GmbH Tête de découpage
WO2014060159A2 (fr) 2012-10-15 2014-04-24 Bauer Maschinen Gmbh Procédé et dispositif de mise en place d'un élément de fondation
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
AU2011326882B2 (en) * 2010-11-09 2015-12-24 Enhanced Drilling As Method and device for establishing a borehole in the seabed
NO341797B1 (no) * 2013-11-26 2018-01-22 Fmc Kongsberg Subsea As Undervannssystem omfattende en caisson og fremgangsmåte for å installere undervannssystemet
EP3333324A1 (fr) * 2014-04-08 2018-06-13 Herrenknecht AG System et procèdé de fabrication d'une fondation pour un ouvrage situé dans l'eau
US10443203B2 (en) 2013-02-28 2019-10-15 Ihc Iqip Uk Ltd. Pile driving guide
US10968591B2 (en) 2016-09-30 2021-04-06 Ihc Iqip Uk Ltd. Pile guide comprising a base frame and a guide member

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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
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US8684629B2 (en) * 2012-07-10 2014-04-01 Kyle D. Asplund Sea floor anchoring apparatus
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CA2936927C (fr) * 2014-01-14 2018-12-04 Conocophillips Company Procede de formation d'une cave de conduite de boue pour forage en mer en arctique
CN104358282B (zh) * 2014-11-13 2016-06-29 浙江省建设工程质量检验站有限公司 一种桥墩墩基开挖设备
CN105714828B (zh) * 2014-11-13 2017-10-03 李尉敏 一种桥墩墩基开挖设备
USD953843S1 (en) * 2019-09-25 2022-06-07 Dale Clayton Miller Pile system
US11788248B2 (en) * 2020-06-10 2023-10-17 Quanta Associates, L.P. Pile staging stand assembly and method of use
US11828038B2 (en) 2020-07-10 2023-11-28 Dale Clayton Miller Pile connection for horizontally fixing an elongated beam for a foundation support system
US11788246B2 (en) 2020-12-14 2023-10-17 Dale Clayton Miller Micropile connection for supporting a vertical pile
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Cited By (24)

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Publication number Priority date Publication date Assignee Title
GB2473683A (en) * 2010-01-05 2011-03-23 Fast Frames Method and apparatus for driving a pile into a substrate
GB2473683B (en) * 2010-01-05 2012-01-11 Fast Frames Uk Ltd Method and apparatus for driving a pile into a substrate
US8672587B2 (en) 2010-01-05 2014-03-18 Ihc Sea Steel Limited Method and apparatus for driving a pile into a substrate
AU2011326882B2 (en) * 2010-11-09 2015-12-24 Enhanced Drilling As Method and device for establishing a borehole in the seabed
EP2500473A1 (fr) * 2011-03-16 2012-09-19 HOCHTIEF Solutions AG Procédé de fabrication d'une fondation pour une installation offshore
JP2012246751A (ja) * 2011-05-27 2012-12-13 Bauer Maschinen Gmbh 水底に基礎要素を導入するための水中掘削装置および方法
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
US20120298419A1 (en) * 2011-05-27 2012-11-29 Bauer Maschinen Gmbh Underwater drilling arrangement and method for introducing a foundation element into a bed of a body of water
US8997889B2 (en) 2011-05-27 2015-04-07 Bauer Maschinen Gmbh Underwater drilling arrangement and method for introducing a foundation element into a bed of a body of water
US8801334B2 (en) 2011-06-10 2014-08-12 Bauer Spezialtiefbau Gmbh Method for producing an underwater foundation element, adjustment head for an underwater foundation element and underwater working arrangement
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
US8911180B2 (en) * 2011-08-23 2014-12-16 Bauer Maschinen Gmbh Underwater work assembly and method for anchoring thereof
US20130223938A1 (en) * 2011-08-23 2013-08-29 Bauer Maschinen Gmbh Underwater work assembly and method for anchoring thereof
WO2014060159A3 (fr) * 2012-10-15 2014-07-03 Bauer Maschinen Gmbh Procédé et dispositif de mise en place d'un élément de fondation
EP2730703A1 (fr) 2012-10-15 2014-05-14 BAUER Maschinen GmbH Procédé et dispositif destinés à l'établissement d'un élément de fondation
WO2014060159A2 (fr) 2012-10-15 2014-04-24 Bauer Maschinen Gmbh Procédé et dispositif de mise en place d'un élément de fondation
EP2719832A1 (fr) 2012-10-15 2014-04-16 BAUER Maschinen GmbH Tête de découpage
AU2013331924B2 (en) * 2012-10-15 2016-09-15 Bauer Maschinen Gmbh Method and apparatus for erecting a foundation element
US10443203B2 (en) 2013-02-28 2019-10-15 Ihc Iqip Uk Ltd. Pile driving guide
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
NO341797B1 (no) * 2013-11-26 2018-01-22 Fmc Kongsberg Subsea As Undervannssystem omfattende en caisson og fremgangsmåte for å installere undervannssystemet
EP3333324A1 (fr) * 2014-04-08 2018-06-13 Herrenknecht AG System et procèdé de fabrication d'une fondation pour un ouvrage situé dans l'eau
US10968591B2 (en) 2016-09-30 2021-04-06 Ihc Iqip Uk Ltd. Pile guide comprising a base frame and a guide member

Also Published As

Publication number Publication date
EP2593609A2 (fr) 2013-05-22
EP2593609B1 (fr) 2014-08-20
US20110158752A1 (en) 2011-06-30
GB0814341D0 (en) 2008-09-10
WO2010015799A3 (fr) 2010-04-22

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