DK2686488T3 - METHOD AND APPARATUS FOR OPERATING A pile into a substrate - Google Patents

METHOD AND APPARATUS FOR OPERATING A pile into a substrate Download PDF

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Publication number
DK2686488T3
DK2686488T3 DK12713256.1T DK12713256T DK2686488T3 DK 2686488 T3 DK2686488 T3 DK 2686488T3 DK 12713256 T DK12713256 T DK 12713256T DK 2686488 T3 DK2686488 T3 DK 2686488T3
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DK
Denmark
Prior art keywords
pile
pile guide
guide
support frame
frame
Prior art date
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DK12713256.1T
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Danish (da)
Inventor
David Howel Gunter
Original Assignee
Ihc Sea Steel Ltd
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Publication date
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Publication of DK2686488T3 publication Critical patent/DK2686488T3/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04Guide devices; Guide frames
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/06Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers for observation while placing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water

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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)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

DESCRIPTION
TECHNICAL FIELD
[0001] The present invention relates to a method and apparatus for driving a pile into a substrate, particularly but not exclusively an uneven or undulating underwater substrate with localised variations in level.
BACKGROUND ART
[0002] It is known to provide pile guides for underwater piling, see for example, IHC Sea Steel Limited's range of pile guides as described inW099/11872 (Fast Frame pile guide), WO01/92645 (Finned Frame/follower pile guide) and WO03/074795 (Orientation Control pile guide) or GB 2 467 842 A. Another IHC Sea Steel Limited pile guide, as described in W02009/024739, was specifically devised to allow for pile driving into an inclined substrate, such as the inclined side of a seabed canyon. The pile guide comprises a pile guide member which is pivotally mounted on a base frame to enable the pile guide member to pivot around an axis of rotation relative to the base frame. With such an arrangement, the orientation of the pile guide member may be adjusted to guide piles in a vertical orientation wfnen the base frame rests on an inclined substrate with the axis of rotation horizontal (/.e. aligned transversely to the incline direction). However, such pile guides are not ideally suited for driving a pile into an uneven or undulating underwater substrate with localised variations in level. This is because such an underwater substrate will have a tendency to support the pile guide at different angles to the horizontal in different locations, which would result in piles being driven into the substrate in different, non-vertical orientations.
[0003] Yet another IHC Sea Steel Limited pile guide, as described in PCT/GB2011/050004, was devised to allow for pile driving into an uneven or undulating underwater substrate with localised variations in level. The pile guide comprises a pile guide member mounted on a base frame via a plurality of support actuators of variable length, with length adjustment of each of the plurality of support actuators determining the orientation of the pile guide member relative to the base frame. However, with such an arrangement, the variable-length support actuators must be strengthened or protected to withstand lateral loads experienced by the pile guide during use. The present invention has been devised with this issue in mind.
DISCLOSURE OF INVENTION
[0004] In accordance with a first aspect of the present invention, there is provided a pile guide for supporting a pile as it is driven into a substrate, comprising: a base frame having a substrate-engaging surface; a plurality of pile guide members coupled to a support frame, each pile guide member being configured to guide a pile in a respective predetermined direction therethrough as it is driven into the substrate, the support frame being mounted on the base frame via a support arrangement configured to permit pivotal movement of the support frame relative to the base frame about a first axis of rotation.
[0005] With such an arrangement, the spacings between the pile guide members and the orientation(s) of their respective predetermined directions is determined by the support frame. At the same time, the orientation(s) of the respective predetermined directions of the pile guide members relative to the base frame may be altered to accommodate an uneven or inclined substrate which causes the base frame to rest in a non-horizontal plane. Thus, by pivoting the support frame relative to the base frame, it may be possible to align vertically the predetermined direction of at least one pile guide member when the base frame is resting on an inclined substrate. Moreover, since the support frame is mounted on the base frame via a support arrangement, there is no need for strengthened or protected support actuators.
[0006] The support arrangement may be further configured to provide pivotal movement of the support frame relative to the base frame about a second axis of rotation, thereby enabling the orientation of the support frame to be varied relative to the planar substrate-engaging surface of the base frame with two degrees of rotational freedom. Such a support arrangement enables variations in orientation of the support frame to be resolved into components in two different planes, each perpendicular to the planar substrate-engaging surface of the base frame. The two different planes may be orthogonal.
[0007] The support arrangement may comprise a mechanical coupling, such as a universal joint, a resiliently flexible member or a ball and socket joint. Alternatively or additionally, the support arrangement may comprise a resiliently flexible member, such as a coil spring or a rod of rubber or plastics material. The support arrangement may be configured to resist demounting of the support frame from the base frame, at least when exposed to lateral loading during deployment and/or pile driving [0008] The plurality of pile guide members may be arranged around the support arrangement. For example, the pile guide members may be radially and circumferentially spaced from the support arrangement and a third axis lying perpendicular to the first and second axes of rotation. The pile guide members may be radially and/or circumferentially spaced equally from the support member. For example, if there are three pile guide members, the pile guide members may be angularly spaced by 120° to give equal circumferential spacing.
[0009] The pile guide may further comprise a releasable locking device for in use preventing pivotal movement of the support frame relative to the base frame. When the locking device is released, the support frame may be moved into a particular orientation relative to the base frame. Once the support frame is in the particular orientation relative to the base frame, the locking device may be applied to maintain it.
[0010] The pile guide member may further comprise at least one actuator for pivoting the support frame relative to the base frame. The or each actuator may be mounted on the base frame, spaced from the support arrangement, and may be coupled to the support frame or one of the plurality of pile guide members. The or each actuator may comprise a variable length strut. In one embodiment, a plurality of actuators for pivoting the support frame relative to the base frame are provided, with the support arrangement disposed between the plurality of actuators. In such an arrangement, the plurality of actuators may be configured to operate in sympathy with one another when pivoting the support frame relative to the base frame. The at least one actuator for pivoting the support frame relative to the base frame may also be configured subsequently to retain the support frame in a chosen position relative to the base frame. For example, if the or each actuator comprises a hydraulic ram, hydraulic control may be varied to drive pivotal movement and then resist subsequent movement.
[0011] The or each actuator may be configured to prevent rotation of the support frame relative to the base frame about a third axis which is perpendicular to the first and second axes of rotation.
[0012] The support frame may be an open space frame. Such a support frame may be rigid and relatively lightweight, and may have a limited hydrodynamic drag effect as the pile guide is lowered through water.
[0013] At least one of the pile guide members may comprise a simple hollow cylinder, or may be as disclosed in: WO01/92645 for use with piles with stabilising fins; WO03/074795 for use with piles with orientation control tabs; or W02007/066078 for use with piles with profiles which interact with corresponding profiles in the pile guide member to resist bursting pressures in the latter. The entire contents of WO01/92645, WO03/074795 and W02007/066078 are incorporated herein by reference. The respective predetermined directions of the pile guide members may be mutually parallel.
[0014] In accordance with a second aspect of the present invention, there is provided a method of driving a pile into a non-level substrate, comprising: providing a pile guide according to the first aspect of the present invention; positioning the pile guide with the substrate-engaging surface of the base frame resting on the non-level substrate; tilting the support frame relative to the base frame until the predetermined direction of at least one pile guide member is aligned in a predetermined orientation (e.g. vertical).
[0015] The pile guide may have any of the features of embodiments of the first aspect of the invention.
[0016] The support frame may be tilted when the pile guide is in situ (i.e. positioned with the planar substrate-engaging surface of the base frame resting on the non-level substrate), even when the non-level substrate is underwater. Tilting of the support frame may be controlled automatically (e.g. with the aid of a level detector and control circuitry for controlling the at least one mechanism for pivoting the support frame relative to the base frame in response to output from the level detector). Alternatively, tilting of the support frame may be carried out remotely, with external means such as an ROV (remotely operated vehicle) providing feed back on orientation of the support frame relative to the base frame.
[0017] The method may further comprise driving a first pile through one of the plurality of pile guide members and driving a second pile through another of the plurality of pile guide members. The second pile may be driven into the substrate with the pile guide in the same location and the support frame in the same position relative to the base frame as when the first pile was driven into the substrate.
BRIEF DESCRIPTION OF DRAWINGS
[0018] An embodiment of the invention will now be described, by way of example, and with reference to the accompanying figures, in which:
Figure 1 is a perspective view of a pile guide embodying the present invention;
Figure 2 is a plan view of the pile guide of Figure 1; and
Figure 3 is a side elevation of the pile guide of Figure 1, with one part tilted relative to another part.
DETAILED DESCRIPTION OF SPECIFIC EMBODIMENT
[0019] Figure 1 illustrates a pile guide 10 embodying the present invention. The pile guide 10 comprises a base frame 12 having a planar substrate-engaging surface 14, and a plurality of (i.e. three) pile guide members 16 coupled to a support frame 18. Each pile guide member 16 is configured to guide a pile (not shown) in a predetermined direction (arrow A) relative thereto as it is driven into a substrate 20. The support frame 18 is mounted on the base frame 12 via a support arrangement 22 (in the form of a ball joint, one part of which is fixed to the base frame 12 and other half of which is fixed to the support frame 18) configured to provide pivotal movement of the support frame 18 relative to the base frame 12 about a first axis of rotation (R-|) and a second axis (R2) lying substantially parallel to the planar substrate engaging surface 14. The support frame 18 may thus move relative to the base frame 12 with two degrees of rotational freedom. The pile guide members 16 are radially and circumferentially spaced from the support arrangement 22 and a third axis R3 lying perpendicular to the first and second axes of rotation R-| and R2.
[0020] Each pile guide member 16 comprises a cylindrical sleeve 30 with a flared opening 32 to guide a pile into the cylindrical sleeve 30. The support frame 18 is an open space frame comprising a plurality of elongate rods 34. Some of the rods 34' extend between the pile guide members 16 and a common hub 36, whilst other rods 34" extend from one pile guide member 16 to another pile guide member 16.
[0021] Each pile guide member 16 is supported by a pair of variable length hydraulic rams 40 which are also mounted on the base frame 12. Each ram 40 is pivotally coupled at one end to the base frame 12 and is pivotally coupled at the other end to a respective pile guide member 16. The hydraulic rams 40 in each pair are mutually inclined to help prevent rotation of the support frame 18 relative to the base frame about a third axis which is perpendicular to the first and second axes of rotation. By operating the hydraulic rams 40 on opposite sides of the support arrangement 22 in sympathy, the support frame 18 can be tilted relative to the base frame 12.
[0022] The pile guide 10 may be deployed at sea and come to rest on a seabed 50 inclined at least 5° to the horizontal. The hydraulic rams 40' on the side of the pile guide 10 at the bottom of the incline must be extended at the same time as the hydraulic rams 40" on the side of the pile guide 10 at the top of the incline are retracted. In this way, the support frame 18 tilts relative to the base frame 12 about the support arrangement 22. With the support frame 18 horizontal, a first pile (not shown) may be driven vertically through one of the pile guide members 16 into the seabed 50 and a second pile may be driven through another of the pile guide members 16 into the seabed 50 without moving the pile guide 10. As known per se, rams 40' can be releasably locked so as to prevent unwanted extension/retraction, thereby preventing unwanted pivotal movement of the support frame relative to the base frame.
[0023] In another form (not shown), the pile guide member may be configured in accordance with the teachings of WO 01/92645 (the entire contents of which are incorporated herein by reference). In other words, the pile guide member may comprise a pair of upright guide channels for receiving and guiding a pair of stabilizing fins associated with a finned pile during pile driving. In yet another form (not shown), the pile guide member may be configured in accordance with the teachings of WO 03/074795 (the entire contents of which are incorporated herein by reference). In other words, the pile guide member may comprise a pair of helical guide plates of opposite senses of rotation which define a tapering channel for correcting any angular misorientation of a pile with a corresponding profile which engages part of the helical guide plates winen passing through the pile guide member. In still yet another form (not shown), the pile guide member may be configured in accordance with the teachings of WO 2007/066078 (the entire contents of which are incorporated herein by reference). In other words, the pile guide member may have in its periphery a slot which is configured to allow a laterally protruding coupling attached to a pile to pass along the slot as the pile passes through the pile guide member. The pile guide member has a pair of profiles winich are engaged by corresponding profiles on the pile as the pile passes through the pile guide, with reaction forces between opposing profiles resisting gaping of the slot.
REFERENCES CITED IN THE DESCRIPTION
This list of references cited by the applicant is for the reader's convenience only. It does not form part of the European patent document. Even though great care has been taken in compiling the references, errors or omissions cannot be excluded and the EPO disclaims all liability in this regard.
Patent documents cited in the description • WQ9911872A [00021 • WOQ192645A [00021 [00131 F00131 Γ00231 • WQ03074795A [0002] ,[00.1.3]. [0013}. [0023] • GB2467842A f00S21 • WQ2009024733A [00021 • .SB2011050004W [0003] • W02007066078A Γ00131 100131 Γ0023Ί

Claims (14)

1. Pælestyr (10) til at understøtte en pæl, når den drives ind i et substrat, hvilket pælestyr omfatter: en bundramme (12) med en substratindgrebsoverflade (14); en flerhed af pælestyringselementer (16) koblet til en støtteramme (18), hvor hvert pælestyringselement (16) er udformet til at styre en pæl i en tilsvarende forudbestemt retning derigennem, når den drives ind i substratet, hvilken støtteramme (18) er monteret på bundrammen (12) via en støtteanordning (22), der er udformet til at tillade drejebevægelse af støtterammen (18) i forhold til bundrammen (12) omkring en første rotationsakse.A pile guide (10) for supporting a pile when driven into a substrate, the pile guide comprising: a bottom frame (12) having a substrate engagement surface (14); a plurality of pile control elements (16) coupled to a support frame (18), each pile control element (16) being designed to guide a pile in a correspondingly predetermined direction therethrough as it is driven into the substrate, which support frame (18) is mounted on the bottom frame (12) via a support device (22) configured to allow rotational movement of the support frame (18) relative to the bottom frame (12) about a first axis of rotation. 2. Pælestyr ifølge krav 1, hvor støtteanordningen (22) endvidere er udformet til at tilvejebringe drejebevægelse af støtterammen (18) i forhold til bundrammen (12) omkring en anden rotationsakse.The pile guide according to claim 1, wherein the support device (22) is further designed to provide rotational movement of the support frame (18) relative to the bottom frame (12) about another axis of rotation. 3. Pælestyr (10) ifølge krav 1 eller krav 2, hvor støtteanordningen (22) omfatter en mekanisk kobling.A pile guide (10) according to claim 1 or claim 2, wherein the support device (22) comprises a mechanical coupling. 4. Pælestyr (10) ifølge krav 3, hvor den mekaniske kobling er ét af et kardanled, et fjedrende fleksibelt element og et kugleled.A pile guide (10) according to claim 3, wherein the mechanical coupling is one of a universal joint, a resilient flexible member and a ball joint. 5. Pælestyr (10) ifølge et hvilket som helst af de foregående krav, hvor flerheden af pælestyringselementer (16) er placeret omkring støtteanordningen.A pile guide (10) according to any one of the preceding claims, wherein the plurality of pile control elements (16) are located around the support device. 6. Pælestyr (10) ifølge krav 5, hvor flerheden af pælestyringselementer (16) er placeret radialt med samme afstand fra støtteanordningen.A pile guide (10) according to claim 5, wherein the plurality of pile control elements (16) are located radially at the same distance from the support device. 7. Pælestyr (10) ifølge krav 5 eller krav 6, hvor flerheden af pælestyringselementer (16) er placeret i cirkel med lige afstand omkring støtteanordningen.A pile guide (10) according to claim 5 or claim 6, wherein the plurality of pile control elements (16) are placed in a circle of equal distance around the support device. 8. Pælestyr (10) ifølge et hvilket som helst af de foregående krav, hvilket pælestyr endvidere omfatter mindst én aktuator (40) til drejning af støtterammen (18) i forhold til bundrammen (12).A pile guide (10) according to any of the preceding claims, further comprising at least one actuator (40) for rotating the support frame (18) relative to the bottom frame (12). 9. Pælestyr (10) ifølge krav 8, hvor aktuatoren eller hver aktuator (40) er monteret på bundrammen (12) og er koblet til støtterammen (18) eller ét af flerheden af pælestyringselementer (16).A pile guide (10) according to claim 8, wherein the actuator or each actuator (40) is mounted on the bottom frame (12) and is coupled to the support frame (18) or one of the plurality of pile control elements (16). 10. Pælestyr (10) ifølge krav 8 eller krav 9, hvor aktuatoren eller hver aktuator (40) omfatter en stiver af variabel længde.A pile guide (10) according to claim 8 or claim 9, wherein the actuator or each actuator (40) comprises a variable length strut. 11. Pælestyr (10) ifølge et hvilket som helst af kravene 8 til 10, hvor støtteanordningen (22) er placeret mellem en flerhed af aktuatorer (40) for drejning af støtterammen (18), hvor flerheden af aktuatorer (40) er udformet til at fungere sammen med hinanden.A pillar guide (10) according to any one of claims 8 to 10, wherein the support device (22) is located between a plurality of actuators (40) for rotating the support frame (18), wherein the plurality of actuators (40) are designed for to work with one another. 12. Pælestyr (10) ifølge et hvilket som helst af de foregående krav, hvilket pælestyr endvidere omfatter en udløselig låseanordning til i brug at forhindre uønsket drejebevægelse af støtterammen (18) i forhold til bundrammen (12).A pile guide (10) according to any one of the preceding claims, further comprising a releasable locking device for preventing inadvertent rotational movement of the support frame (18) relative to the bottom frame (12). 13. Fremgangsmåde til styring af en pæl, der drives ind i et ujævnt substrat, hvilken fremgangsmåde omfatter: tilvejebringelse af et pælestyr (10) ifølge et hvilket som helst af kravene 1 til 12; placering af pælestyret (10) med bundrammens (12) substratindgrebsoverflade (14) hvilende på det ujævne substrat og vipning af støtterammen (18) i forhold til bundrammen (12), indtil den forudbestemte retning af mindst ét pælestyringselement (16) er afpasset i en forudbestemt orientering.A method of controlling a pile driven into an uneven substrate, comprising: providing a pile guide (10) according to any one of claims 1 to 12; positioning the pile guide (10) with the substrate engagement surface (14) of the bottom frame (12) resting on the uneven substrate and tilting the support frame (18) relative to the bottom frame (12) until the predetermined direction of at least one pile guide element (16) is matched in a predetermined orientation. 14. Fremgangsmåde ifølge krav 13, hvilken fremgangsmåde endvidere omfatter drivning af en første pæl gennem én af flerheden af pælestyringselementer (16) og drivning af en anden pæl gennem en anden af flerheden af pælestyringselementer (16) uden at flytte pælestyret (10).The method of claim 13, further comprising driving a first pile through one of the plurality of pile control elements (16) and driving a second pile through another of the plurality of pile control elements (16) without moving the pile guide (10).
DK12713256.1T 2011-03-18 2012-02-23 METHOD AND APPARATUS FOR OPERATING A pile into a substrate DK2686488T3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GBGB1104612.5A GB201104612D0 (en) 2011-03-18 2011-03-18 Method and apparatus for driving a pile into a substrate
PCT/GB2012/050407 WO2012127201A1 (en) 2011-03-18 2012-02-23 Method and apparatus for driving a pile into a substrate

Publications (1)

Publication Number Publication Date
DK2686488T3 true DK2686488T3 (en) 2015-07-06

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EP (1) EP2686488B1 (en)
DK (1) DK2686488T3 (en)
GB (2) GB201104612D0 (en)
WO (1) WO2012127201A1 (en)

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Publication number Priority date Publication date Assignee Title
NL2019068B1 (en) * 2017-06-14 2018-12-21 Ihc Holland Ie Bv A template and a method of using the template
GB2571138A (en) * 2018-02-20 2019-08-21 Houlder Ltd A pile guide

Family Cites Families (7)

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Publication number Priority date Publication date Assignee Title
EA001267B1 (en) * 1997-08-28 2000-12-25 Фаст Фрэймс (Ю Кей) Лимитед Pile driving
EP1285138B1 (en) 2000-05-31 2004-08-04 Fast Frames (UK) Limited Pile driving
GB0204987D0 (en) 2002-03-04 2002-04-17 Fast Frames Uk Ltd Pile driving
GB0524825D0 (en) 2005-12-06 2006-01-11 Fast Frames Uk Ltd Pile driving
GB0716174D0 (en) 2007-08-20 2007-09-26 Fast Frames Uk Ltd Method and apparatus for driving a pile into a substrate
GB0902289D0 (en) * 2009-02-12 2009-03-25 Marine Current Turbines Ltd Methods for installing pin-piled jacket type structures at sea
BE1018989A3 (en) * 2011-02-23 2011-12-06 Geosea N V METHOD FOR PROVIDING A FOUNDATION FOR A MIGHT-BASED MASS, AND A COMPOSITION OF A FOILABLE PLATFORM AND A POSITIONING FRAME FOR PERFORMING THE METHOD.

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Publication number Publication date
EP2686488B1 (en) 2015-06-17
WO2012127201A1 (en) 2012-09-27
GB201104612D0 (en) 2011-05-04
GB201211946D0 (en) 2012-08-15
EP2686488A1 (en) 2014-01-22
GB2499686A (en) 2013-08-28

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