[go: up one dir, main page]

NL2012951B1 - Assembly and method for installing foundation elements in a ground formation. - Google Patents

Assembly and method for installing foundation elements in a ground formation. Download PDF

Info

Publication number
NL2012951B1
NL2012951B1 NL2012951A NL2012951A NL2012951B1 NL 2012951 B1 NL2012951 B1 NL 2012951B1 NL 2012951 A NL2012951 A NL 2012951A NL 2012951 A NL2012951 A NL 2012951A NL 2012951 B1 NL2012951 B1 NL 2012951B1
Authority
NL
Netherlands
Prior art keywords
screen
foundation element
foundation
assembly
expandable
Prior art date
Application number
NL2012951A
Other languages
Dutch (nl)
Inventor
Gerardus Andreas Van Vessem Henricus
Original Assignee
Ihc Holland Ie Bv
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 Ihc Holland Ie Bv filed Critical Ihc Holland Ie Bv
Priority to NL2012951A priority Critical patent/NL2012951B1/en
Priority to KR1020167031165A priority patent/KR20170016824A/en
Priority to PCT/NL2015/050401 priority patent/WO2015187015A1/en
Priority to EP15732065.6A priority patent/EP3152367A1/en
Priority to JP2016564969A priority patent/JP2017516929A/en
Application granted granted Critical
Publication of NL2012951B1 publication Critical patent/NL2012951B1/en

Links

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
    • 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
    • E02D13/005Sound absorbing accessories in piling
    • 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

Landscapes

  • 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)
  • Piles And Underground Anchors (AREA)
  • Foundations (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The present invention relates to an assembly for installing foundation elements, in particular piles e.g. monopiles, in a ground formation, comprising a screen, in particular a noise mitigation screen, to be placed about a foundation element during pile driving, and a device for guiding, e.g. centring, the foundation element relative to the screen. The guiding device comprises at least one distensible element to guide the foundation element relative to the screen.

Description

Assembly and method for installing foundation elements in a ground formation
The invention provides for an assembly for installing foundation elements, in particular piles e.g. monopiles, in a ground formation, comprising a screen, in particular a noise mitigation screen, to be placed about a foundation element during pile driving, and a guiding device for guiding, e.g. centring, the foundation element relative to the screen. Further, the invention provides for a method of installing a foundation element, in particular a pile e.g. a monopile, in a ground formation. The present invention also provides for a guiding device for use in at least one of the assembly or method as presently provided. WO 2012/177131 relates to an assembly for centring a first elongate tubular element and a second elongate tubular element, such as an underwater pile accommodated within a noise mitigation screen, at a common central longitudinal axis along which axis both the first and second element extend, and wherein the center system is provided with first coupling means for fixedly coupling the center system with one of the first and second tubular elements, and second coupling means for engaging the other tubular element for centring the other tubular element at the central axis.
It is an object of the invention to provide an improved assembly for installing foundation elements.
To this end, the guiding device of the assembly comprises at least one distensible element to guide the foundation element relative to the screen.
Thus, the number of mechanical mechanisms used for guiding the foundation element relative to the screen is reduced and/or the guiding device is adaptive to different pile sizes, shapes and/or protrusions. In order to adapt the guiding device, the distensible element may be more distended or less distended.
In an embodiment, the at least one distensible element comprises a distensible bag, in particular an inflatable bag.
In another embodiment, the at least one distensible element comprises a roller and/or a glide pad. In case the distensible element comprises a glide pad, the glide pad guides the foundation element in a predetermined direction, e.g. a downwards direction. In case the at least one distensible element comprises a roller, the roller guides the foundation element in a predetermined direction and damage to the foundation element is reduced or minimized, which might be important when the foundation element is coated.
In an embodiment, when the at least one distensible element comprises a roller, the roller is made of a soft material, such as rubber.
The assembly may comprise a fluid pump, in particular an air pump, connected or connectable to the at least one distensible element. The distensible element can be distended by increasing and/or decreasing a pressure in the at least one distensible element by adding a fluid to and/or letting the fluid out of the distensible element.
The guiding device may be attached, e.g. fixed for instance welded or bolted, to an inner wall of the screen.
In an embodiment, the guiding device may be positioned between the foundation element and the screen, when the screen is placed about the foundation element.
In an embodiment, a plurality of distensible elements is distributed over at least a part of the length of the screen and/or a circumference of the inner wall of the screen, at least when the screen is placed about the foundation element. As a result of the plurality of distensible elements, a load applied to each of the distensible elements is relatively low, leading to less parts of the assembly and/or the guiding device that may break due to the load applied thereto.
In an aspect a method for installing a foundation element, in particular a pile e.g. a monopile, in a ground formation is provided, the method comprises the steps of: placing a foundation element on the ground formation; placing a screen, e.g. a noise mitigation screen; providing a guiding device for guiding, e.g. centring, the foundation element relative to the screen; and guiding the foundation element relative to the screen by means of the guiding device. A distensible element of the guiding device is distended to guide the foundation element relative to the screen.
It is noted that in the context of the present disclosure, the foundation element may be placed on the ground formation first and subsequently the screen may be placed about the foundation element, or the screen may be placed first and subsequently the foundation element may be placed within the screen.
In an embodiment a pressure within the at least one distensible element is adjusted to guide the foundation element relative to the screen.
In an embodiment the pressure within the at least one distensible element is adjusted by adding a fluid to the at least one distensible element and/or removing the fluid from the at least one distensible element. The fluid may be selected from a group comprising air and water.
In an embodiment, during installation of the foundation element, a surface of the at least one distensible element engages the foundation element. In a more specific embodiment, the surface of the at least distensible element comprises a roller and/or a glide pad.
The at least one distensible element may be provided b<
In an aspect a guiding device for use in at least one of the presently provided assembly and the presently provided method is provided.
For the sake of completeness, attention is drawn to the following prior art. JP2011012394 relates to a guiding method for driving a tapered pile vertically and for guiding the tapered pile. A steadying guiding device includes an annular guide and a radial regulating member being retractably and being projected radially inwards from the inner peripheral surface of the annular guide. The advancing/retreating amount of the radial regulating member is controlled such that, when the tapered pile is press-fitted or rotationally press-fitted downwards, a virtual inscribed circle abutting on the tip of the radial regulating member describes a circle with a diameter slightly larger than the gradually enlarged outer diameter of the tapered pile at the portion extending through the annular guide. JPH0849235 relates to an inclination adjusting device for a construction method for building up a permanent substructural column. An inclination adjusting jack mechanism is configured with a rising/failing bracket, whose base end is borne by a shaft on the first fixation bracket of a guide pipe and which has a contacting part at the tip, and an adjusting jack (hydraulic jack) whose base end is borne by a shaft on the second fixation bracket of the guide pipe and another end is borne by a shaft on a coupling bracket furnished on the way of the length of the rising/failing bracket, wherein the shaft of the coupling bracket is positioned outside the virtual straight line formed by tying the shaft of the first fixation bracket to the shaft of the second fixation bracket. The guide pipe is inserted in the casing, and the upper part of the guide pipe is hung down relative to a frame, and a plurality of such jack mechanisms is installed in circumferential arrangement on the outer surface of the lower part of the guide pipe.
Aspects of the invention will be explained in greater (
Figure 1 illustrates a schematic cross-section of a first embodiment of the assembly;
Figure 2 illustrates a cross-section of the embodiment of Figure 1 according to line II-II;
Figure 3 illustrates a schematic cross-section of a second embodiment of the assembly;
Figure 4 shows a distensible element of the embodiment of Figure 3 in more detail; and
Figure 5 shows a cross-section of the embodiment of Figure 3 according to line V-V.
It should be appreciated, however, that these embodiments may not be construed as limiting the scope of protection for the present invention.
In practice, installation of a foundation element, for instance a monopile e.g. for a wind turbine, starts with placing the foundation element on a ground formation, for example an underwater ground formation such as a seabed. Subsequently a screen, e.g. a noise mitigation screen, is placed about the foundation element. When the screen is in place, the pile driver can be lowered into the screen and can be placed on the foundation element. It is also possible that the screen is placed and subsequently the foundation element is placed within the screen.
To this end, Figure 1 illustrates an assembly 1 for installing a foundation element 2, in this embodiment a tubular foundation 2 in the ground formation 10. Figure 1 illustrates the tubular foundation element 2 which is placed on the ground formation 10. A noise mitigation screen 4 is placed around the tubular foundation element 2 and on the ground formation 10. In this embodiment, the tubular foundation element 2 has a tapered section 3.
It is noted that during driving the noise mitigation screen 4 is not necessarily placed on the ground formation 10, but may be positioned at a predetermined distance from the ground formation 10. Further, the guiding device 5 can guide the tubular foundation element 2 relative to the noise mitigation screen 4 before and/or during driving of the tubular foundation element 2.
As can be seen in Figure 1, a driver 7 with an anvil 8 is placed on top of the tubular foundation element 2. The driver 7 with the anvil 8 may be hoisted by a hoisting device such as a crane (not shown), which crane is for example placed on a surface vessel, such as a jack-up barge (not shown). The driver 7 may be a hydraulic driver, e.g. one out of the IHC Hydrohammer S-series connected to a power pack on board of a surface vessel (not shown). A guiding device is provided between the tubular foundation element 2 and the noise mitigation screen 4. In this embodiment, the guiding device comprises a plurality of distensible elements 12 comprising bags 5. The distensible elements 12 are distensible in order to guide, e.g. to center the tubular foundation element 2 relative to the noise mitigation screen 4, such that the longitudinal axes of the tubular foundation element 2 and the noise mitigation screen 4 lay on each other after guiding of the tubular foundation element 2 to the center of the noise mitigation screen 4.
The distensible elements 12 are distensible by increasing or decreasing a pressure within the distensible elements 12, such that a volume of the distensible elements 12 increases or decreases therewith moving the tubular foundation element 2 about the longitudinal axis A of the noise mitigation screen 4. The pressure within the distensible elements 12 can be adjusted by introducing a fluid, for instance water or air, into the distensible elements 12 or letting the fluid out of the distensible elements 12. The amount of fluid within the distensible elements 12 can be adjusted by means of a fluid pump (not shown) connected or connectable to each of the distensible elements 12.
In an embodiment, the pressure within each of the distensible elements 12 is adjustable independently and therewith the dimensions of each of the distensible elements 12 are adjustable independently. It is therefore possible to guide the tubular foundation element 2 having the tapered section 3, since the distensible elements 12 at the level of the tapered section 3 of the tubular foundation element 2 can be more distended than the distensible elements 12 at the level of a straight part 9 of the tubular foundation element 2. The guiding device is thus adaptive to different sizes and/or shapes of tubular foundation elements and/or to protrusions (not shown) provided at the tubular foundation elements.
As can be seen in Figure 1, each of the distensible elements 12 is provided with a glide pad 6, which glide pads 6 are positioned between the distensible elements 12 and the tubular foundation element 2 during use. During installation, the glide pads 6 guide the tubular foundation element 2 in a predetermined direction, e.g. a downwards direction.
In the embodiment shown in Figures 1 and 2, the distensible elements 12 are distributed over the length and an inner wall of the noise mitigation screen 4. As a result thereof, a load applied to each of the distensible elements 12 by the tubular foundation element 2 is reduced. A further advantage of the distensible elements 12 being provided between the tubular foundation element 2 and the noise mitigation screen 4 and/or being attached, e.g. fixed for instance welded or bolted, to the noise mitigation screen 4, is that the distensible elements 12 effectuate a noise reduction additional to the noise reduction effectuated by the noise mitigation screen 4 placed about the tubular foundation element 2.
Figures 3 and 5 illustrate a second embodiment of the presently provided assembly. In this embodiment the number of distensible elements 12 distributed over the length and the circumference of the inner wall of the noise mitigation screen 4 is higher than in the embodiment illustrated in Figures 1 and 2, as can be seen in Figures 3 and 5 .
In this embodiment, multiple rollers 11 are attached to the distensible elements 12, such that during use the rollers 11 are positioned between the tubular foundation element 2 and the noise mitigation screen 4. In an embodiment, the distensible elements 12 can be attached to the inner surface of the noise mitigation screen 4. Due to the rollers 11, the tubular foundation element 2 is guided in a predetermined direction, e.g. a downwards direction, and damage to the tubular foundation element 2 is minimized or reduced, which might be important in case the tubular foundation element 2 is coated.
In an embodiment, the rollers 11 are made of a relative soft material, such as rubber. Due to the soft material, a contact area of a roller 11 for contacting a foundation element 2 may increase, e.g. from a contact point to a contact line, or even a contact surface. A distensible element 12 with multiple rollers 11 is illustrated in more detail in Figure 4. As can be seen, the rollers 11 cover a large part of the surface of the distensible element 12 directed towards the tubular foundation element 2, such that the rollers 11 engage the tubular foundation element 2 during installation of the tubular foundation element 2.
The guiding device can be constructed as a relatively straightforward device, which may lead to easy maintenance and/or a cost effective guiding device.
It is noted that the drawings are schematic, not necessarily to scale and that details that are not required for understanding the present invention may have been omitted. The terms "upward", "downward", "below", "above", and the like relate to the embodiments as oriented in the drawings, unless otherwise specified. Further, elements that are at least substantially identical or that perform an at least substantially identical function are denoted by the same numeral.
The invention is not restricted to the above-described embodiments, which can be varied in a number of ways within the scope of the claims.

Claims (15)

1. Samenstel (1) voor het installeren van funderingselementen (2), in het bijzonder palen bijv. monopalen, in een grondtormatie (10), omvattende een scherm (4), in het bijzonder een geluidscherm, dat geplaatst dient te worden om een funderingselement (2) gedurende het heien daarvan, en een inrichting (12) voor het geleiden, bijv. centreren, van het funderingselement (2) ten opzichte van het scherm (4), met het kenmerk, dat de geleidingsinrichting (12) ten minste één uitzetbaar element (12) omvat voor het geleiden van het funderingselement (2) ten opzichte van het scherm (4).An assembly (1) for installing foundation elements (2), in particular piles, e.g. monopiles, in a ground formation (10), comprising a screen (4), in particular a sound screen, to be placed around a foundation element (2) during driving thereof, and a device (12) for guiding, e.g. centering, the foundation element (2) relative to the screen (4), characterized in that the guide device (12) has at least one expandable element (12) comprises for guiding the foundation element (2) relative to the screen (4). 2. Samenstel (1) volgens conclusie 1, waarbij het ten minste ene uitzetbare element (12) een uitzetbare zak (5) omvat, in het bijzonder een opblaasbare zak.Assembly (1) according to claim 1, wherein the at least one expandable element (12) comprises an expandable bag (5), in particular an inflatable bag. 3. Samenstel (1) volgens conclusie 1 of 2, waarbij het ten minste ene uitzetbare element (12) een roller (11) en/of een glijkussen (6) omvat voor het aangrijpen van het funderingselement (2).Assembly (1) according to claim 1 or 2, wherein the at least one expandable element (12) comprises a roller (11) and / or a sliding pad (6) for engaging the foundation element (2). 4. Samenstel (1) volgens conclusie 3, waarbij, wanneer het ten minste ene uitzetbare element (12) een roller omvat, de roller (11) is vervaardigd van een zacht materiaal, zoals rubber.An assembly (1) according to claim 3, wherein, when the at least one expandable element (12) comprises a roller, the roller (11) is made of a soft material such as rubber. 5. Samenstel (1) volgens één van de voorgaande conclusies, verder omvattende een fluïdumpomp, in het bijzonder een luchtpomp, die verbonden of verbindbaar is met het ten minste ene uitzetbare element (12).Assembly (1) according to one of the preceding claims, further comprising a fluid pump, in particular an air pump, which is connected or connectable to the at least one expandable element (12). 6. Samenstel (1) volgens één van de voorgaande conclusies, waarbij de geleidingsinrichting (12) is bevestigd aan een binnenwand van het scherm (4).Assembly (1) according to one of the preceding claims, wherein the guide device (12) is attached to an inner wall of the screen (4). 7. Samenstel volgens één van de voorgaande conclusies, waarbij de geleidingsinrichting (12) is gepositioneerd tussen het funderingselement (2) en het scherm (4), wanneer het scherm (4) om het funderingselement (2) is geplaatst.An assembly according to any one of the preceding claims, wherein the guide device (12) is positioned between the foundation element (2) and the screen (4) when the screen (4) is placed around the foundation element (2). 8. Samenstel (1) volgens één van de voorgaande conclusies, waarbij een pluraliteit van uitzetbare elementen (12) is gedistribueerd over ten minste een deel van de hoogte van het scherm (4) en/of een omtrek van de binnenwand van het scherm (4), ten minste wanneer het scherm (4) om het buisvormige funderingselement (2) is geplaatst.An assembly (1) according to any one of the preceding claims, wherein a plurality of expandable elements (12) is distributed over at least a portion of the height of the screen (4) and / or a circumference of the inner wall of the screen ( 4), at least when the screen (4) is placed around the tubular foundation element (2). 9. Werkwijze voor het installeren van een funderingselement (2), in het bijzonder een paal bijv. een monopaal, in een grondformatie, de werkwijze omvattende de stappen van: het plaatsen van een funderingselement (2) op de grondformatie (10); het plaatsen van een scherm (4), bijv. een geluidscherm; het verschaffen van een inrichting (12) voor het geleiden, bijv. centreren, van het funderingselement (2) ten opzichte van het scherm (4); en het geleiden van het funderingselement (2) ten opzichte van het scherm (4) door middel van de geleidingsinrichting (12) , gekenmerkt door het uitzetten van een uitzetbaar element (12) van de geleidingsinrichting voor het geleiden van het funderingselement (2) ten opzichte van het scherm (4).A method for installing a foundation element (2), in particular a pole, e.g. a monopole, in a base formation, the method comprising the steps of: placing a foundation element (2) on the base formation (10); placing a screen (4), e.g. a sound screen; providing a device (12) for guiding, e.g. centering, the foundation element (2) relative to the screen (4); and guiding the foundation element (2) relative to the screen (4) by means of the guide device (12), characterized by expanding an expandable element (12) of the guide device for guiding the foundation element (2) relative to the screen (4). 10. Werkwijze volgens conclusie 9, waarbij een druk in het ten minste ene uitzetbare element (12) wordt aangepast voor het geleiden van het funderingselement (2) ten opzichte van het scherm (4).The method of claim 9, wherein a pressure in the at least one expandable element (12) is adjusted to guide the foundation element (2) relative to the screen (4). 11. Werkwijze volgens conclusie 10, waarbij de druk in het ten minste ene uitzetbare element (12) wordt aangepast door het toevoegen van een fluïdum aan het ten minste ene uitzetbare element (5), en/of het verwijderen van de fluïdum vanuit het ten minste ene uitzetbare element (12).The method of claim 10, wherein the pressure in the at least one expandable element (12) is adjusted by adding a fluid to the at least one expandable element (5), and / or removing the fluid from the at least one expandable element (12). 12. Werkwijze volgens één van de conclusies 9-11, waarbij, gedurende installatie van het funderingselement (2), een oppervlak van het ten minste ene uitzetbare element (12) het funderingselement (2) aangrijpt.A method according to any one of claims 9-11, wherein, during installation of the foundation element (2), a surface of the at least one expandable element (12) engages the foundation element (2). 13. Werkwijze volgens conclusie 12, waarbij het oppervlak van het ten minste ene uitzetbare element (12) een roller (11) en/of een glijkussen (6) omvat voor het aangrijpen van het funderingselement (2).A method according to claim 12, wherein the surface of the at least one expandable element (12) comprises a roller (11) and / or a sliding pad (6) for engaging the foundation element (2). 14. Werkwijze volgens één van de conclusies 9-13, waarbij het ten minste ene uitzetbare element (12) is verschaft tussen het scherm (4) en het funderingselement (2) en/of is bevestigd aan een binnenwand van het scherm (4).Method according to any of claims 9-13, wherein the at least one expandable element (12) is provided between the screen (4) and the foundation element (2) and / or is attached to an inner wall of the screen (4) . 15. Geleidingsinrichting (12) voor gebruik in een samenstel volgens één van de conclusies 1-8, en/of een werkwijze volgens één van de conclusies 9-14.Guiding device (12) for use in an assembly according to one of claims 1-8, and / or a method according to one of claims 9-14.
NL2012951A 2014-06-05 2014-06-05 Assembly and method for installing foundation elements in a ground formation. NL2012951B1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
NL2012951A NL2012951B1 (en) 2014-06-05 2014-06-05 Assembly and method for installing foundation elements in a ground formation.
KR1020167031165A KR20170016824A (en) 2014-06-05 2015-06-04 Assembly and method for installing foundation elements in a ground formation
PCT/NL2015/050401 WO2015187015A1 (en) 2014-06-05 2015-06-04 Assembly and method for installing foundation elements in a ground formation
EP15732065.6A EP3152367A1 (en) 2014-06-05 2015-06-04 Assembly and method for installing foundation elements in a ground formation
JP2016564969A JP2017516929A (en) 2014-06-05 2015-06-04 Assembly and method for installing a foundation component in a ground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL2012951A NL2012951B1 (en) 2014-06-05 2014-06-05 Assembly and method for installing foundation elements in a ground formation.

Publications (1)

Publication Number Publication Date
NL2012951B1 true NL2012951B1 (en) 2016-06-22

Family

ID=51656006

Family Applications (1)

Application Number Title Priority Date Filing Date
NL2012951A NL2012951B1 (en) 2014-06-05 2014-06-05 Assembly and method for installing foundation elements in a ground formation.

Country Status (5)

Country Link
EP (1) EP3152367A1 (en)
JP (1) JP2017516929A (en)
KR (1) KR20170016824A (en)
NL (1) NL2012951B1 (en)
WO (1) WO2015187015A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2016401B1 (en) 2016-03-09 2017-09-26 Ihc Holland Ie Bv Frame for guiding and supporting a foundation element, the frame comprising a plurality of guide mechanisms.
KR102136144B1 (en) * 2017-12-26 2020-07-21 주식회사 포스코 Apparatus for installing plie of offshore structure
JP7101077B2 (en) * 2018-08-09 2022-07-14 大成建設株式会社 How to build a column-beam frame
KR102249723B1 (en) * 2019-03-26 2021-05-10 (주)동명기술공단종합건축사사무소 Construction methid of adjusiting marin steel pile angle
WO2020201612A1 (en) * 2019-04-05 2020-10-08 Junttan Oy An apparatus and a method for noise attenuation in an impact pile driving device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011012394A (en) * 2009-06-30 2011-01-20 Sumitomo Forestry Co Ltd Steadying guide method in driving tapered pile
WO2012177131A1 (en) * 2011-06-22 2012-12-27 Ihc Holland Ie B.V. Centre system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013144659A2 (en) * 2012-03-29 2013-10-03 W3G Piling Noise Mitigation Ltd Offshore structures and associated apparatus and methods

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011012394A (en) * 2009-06-30 2011-01-20 Sumitomo Forestry Co Ltd Steadying guide method in driving tapered pile
WO2012177131A1 (en) * 2011-06-22 2012-12-27 Ihc Holland Ie B.V. Centre system

Also Published As

Publication number Publication date
EP3152367A1 (en) 2017-04-12
KR20170016824A (en) 2017-02-14
JP2017516929A (en) 2017-06-22
WO2015187015A1 (en) 2015-12-10

Similar Documents

Publication Publication Date Title
CN102296607B (en) The method and system of installation foundation component in stratum under water
NL2012951B1 (en) Assembly and method for installing foundation elements in a ground formation.
JP4838885B2 (en) Offshore wind power generator construction method and construction equipment
NL2013349B1 (en) Method of and system for installing foundation elements in an underwater ground formation.
EP2815031B1 (en) A template for and method of installing a plurality of foundation elements in an underwater ground formation
JP6686028B2 (en) Noise reduction device
EP3164557B1 (en) Support tower, particularly for a wind turbine
CA2961971A1 (en) Hydro sound damper and method for handling a hydro sound damper
US8449222B2 (en) System for and method of installing foundation elements in an underwater ground formation
AU2012266032B2 (en) A method of containing a spill in an aqueous environment and/or a spill containment apparatus
CN108699795A (en) For guiding and the holder with multiple guiding mechanisms of brace foundation component
KR20150119794A (en) Land-mounted flap gate
CN110185057B (en) Tool and construction method for lifting and erecting steel pipe piles of offshore wind power single pile foundation
WO2013110928A2 (en) An underwater turbine and method of installing an underwater turbine
US11131073B2 (en) Method for foundation of a transformer platform and transformer platform with at least three piles
CN106414854B (en) Tubular foundation
NL2005896C2 (en) Self-installing monopile offshore structure.
CN116356876B (en) Suction foundation based on buckling prevention and control device and construction method
EP3464735B1 (en) Device for moving a first conduit section relative to a second conduit section

Legal Events

Date Code Title Description
RC Pledge established

Free format text: DETAILS LICENCE OR PLEDGE: RIGHT OF PLEDGE, ESTABLISHED, 1E RANG

Name of requester: ING BANK N.V.

Effective date: 20190826

RC Pledge established

Free format text: DETAILS LICENCE OR PLEDGE: RIGHT OF PLEDGE, ESTABLISHED, 2E PANDRECHT

Name of requester: ING BANK N.V.

Effective date: 20190903

RC Pledge established

Free format text: DETAILS LICENCE OR PLEDGE: RIGHT OF PLEDGE, ESTABLISHED

Name of requester: GLAS TRUST CORPORATION LIMITED

Effective date: 20200623

PD Change of ownership

Owner name: IHC IQIP HOLDING B.V.; NL

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), ASSIGNMENT; FORMER OWNER NAME: IHC HOLLAND IE B.V.

Effective date: 20221031

HC Change of name(s) of proprietor(s)

Owner name: IQIP HOLDING B.V.; NL

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), CHANGE OF OWNER(S) NAME; FORMER OWNER NAME: IHC IQIP HOLDING B.V.

Effective date: 20221104

MM Lapsed because of non-payment of the annual fee

Effective date: 20230701