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WO2023217721A1 - Monopieu pour une éolienne - Google Patents

Monopieu pour une éolienne Download PDF

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Publication number
WO2023217721A1
WO2023217721A1 PCT/EP2023/062167 EP2023062167W WO2023217721A1 WO 2023217721 A1 WO2023217721 A1 WO 2023217721A1 EP 2023062167 W EP2023062167 W EP 2023062167W WO 2023217721 A1 WO2023217721 A1 WO 2023217721A1
Authority
WO
WIPO (PCT)
Prior art keywords
monopile
soil
water
tubular
nozzles
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/EP2023/062167
Other languages
English (en)
Inventor
Bernardus Johannes Maria ARNTZ
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gbm Works Bv
Gbm Works Ip BV
Original Assignee
Gbm Works Bv
Gbm Works Ip 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 Gbm Works Bv, Gbm Works Ip BV filed Critical Gbm Works Bv
Priority to AU2023266694A priority Critical patent/AU2023266694A1/en
Priority to CN202380039266.4A priority patent/CN119487263A/zh
Priority to EP23726887.5A priority patent/EP4522810A1/fr
Publication of WO2023217721A1 publication Critical patent/WO2023217721A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • 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
    • E02D5/24—Prefabricated piles
    • E02D5/28—Prefabricated piles made of steel or other metals
    • E02D5/285—Prefabricated piles made of steel or other metals tubular, e.g. prefabricated from sheet pile elements
    • 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
    • E02D7/24—Placing by using fluid jets
    • 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
    • E02D7/26—Placing by using several means simultaneously
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs
    • E02B2017/0065—Monopile structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0091—Offshore structures for wind turbines

Definitions

  • a monopile for a wind turbine having an upper end and a lower end when positioned and comprising of a tubular lower part extending upwards from the lower end and provided with injection nozzles and wherein the monopile is provided with one or more openings at a higher elevation.
  • EP3464734B1 describes a monopile for a wind turbine wherein at the lower end of the tubular monopile a ring of moveable tips is present. By movement of these tips the soil is scraped away. Water may also be injected at the tip such to create a flow of water on the inside and outside of the walls of the monopile. These two measures make it possible to install the monopile with no or less use of a vibro hammer.
  • W02020/207903 describes a monopile for a wind turbine having a lower end which consists of a ring shaped element having outlets for waterjets directed upwards and downwards.
  • the ring shaped element is further provided with vibration means.
  • W02019/206690 describes a monopile which is provided with nozzles directed under an angle of between 90 and 180 degrees with the insertion direction of the monopile.
  • the publication states that by angling the nozzles upwards a movement of the soil within the monopile is enhanced. This results in that an inward bearing failure below the lower end, referred to as toe, is reduced.
  • the toe has an inward tapered design to direct the soil to the lower opened end of the monopile.
  • Pumping means are present to pump away the resulting suspension within the monopile to reduce vertical downward stresses which would otherwise increase the installation resistance.
  • the pumping system may also evacuate air from a lower zone of the monopile. Because a lower zone of the monopile can be closed of from an upper zone a suction effect can be created to reduce the pressure of the suspension within the monopile.
  • WO2021/228510 is another examples of a monopile provided with nozzles at its lower end and wherein a pumping system is used to control a suspension pressure at the lower end of the monopile.
  • Vibrohammers are known to drive foundation piles, such as monopiles, in an underwater bed as described in W003/100178.
  • a tubular foundation pile of a monopile penetrates the seabed using a vibration arrangement clamped to the upper end of the foundation pile.
  • the vibration arrangement may weigh 40-50 tonnes and may be one as described in US5653556.
  • a disadvantage of a vibrohammer is that too much noise is generated for the sea life and that the metal foundation pile may be damaged in terms of strain by the vibrohammer.
  • a problem with the state of the art monopiles is their complexity.
  • the presence of the vibration means at the lower end of the monopile as described in EP3464734B1 and W02020/207903 result in a complex design.
  • the monopile of W02019/206690 and WO2021/228510 are complex because of the pumping means.
  • the object of this invention is to provide a more simple design and method to install a monopile on a seabed.
  • a monopile for a wind turbine having an upper end and a lower end when positioned and comprising of a tubular lower part extending upwards from the lower end and wherein at the inner side of the tubular lower part injection nozzles are present, wherein the monopile is provided with one or more openings at a higher elevation and wherein the injection nozzles are positioned at a distance from the lower end and directed to inject a flow of water in at least a tangential and an axial direction towards the lower end.
  • Applicant found that when water is injected from a distance of the lower end and towards said lower end as claimed a swirl is created which enhances the insertion of the monopile in the soil of a seabed. By injecting the water from a distance from the lower end it is found that the majority or even all of the water remains in the monopile while simultaneously enhancing the penetration of the monopile into the soil. Escape of large volumes of water from the lower end to the surrounding soil is disadvantageous, especially in more sandy types of soil, because this water can negatively effect the structure of the soil surrounding the monopile. By keeping the water as injected within the monopile such an escape is avoided. Applicant found that no pumping means are required in order to achieve a desired penetration into the soil.
  • the invention is also directed to a monopile wherein no pumping system is present for evacuating fluid from within the monopile.
  • a much simpler designed monopile is achieved.
  • the simple design allows that the nozzles can remain in the installed monopile, thereby avoiding complex detachable structures like described in W02020/207903.
  • the invention is also directed to a method for installing a monopile for a wind turbine according to the present invention into a soil covered by a mass of water by positioning the lower end on the soil surface and by ejecting water from the injection nozzles in a direction having at least a tangential and an axial direction towards the lower end resulting in that the ejected water penetrates the soil at the lower end resulting in a soil suspension of water and soil particles which soil suspension spirals upwardly within the monopile towards the one or more openings where it is discharged to the mass of water.
  • the majority of the water preferably more than 80 vol%, more preferably more than 90 vol% and most preferred all of the water is injected in a direction having at least a tangential and an axial direction towards the lower end. It has been found that there is no additional benefit of having injection nozzles directed horizontally to upwardly as in the prior art designs.
  • the monopile preferably does not have nozzles which direct water radially away from the monopile and/or does not have nozzles which direct water upwardly along the outer wall surface of the lower tubular end.
  • supply of amounts of water to the soil surrounding the tubular lower part may negatively effect the supporting structure of the soil and thus its capacity to fix the monopile in the soil.
  • the injection nozzles are directed to the lower end under an angle of between zero and 90 degrees with the horizontal and preferably between 30 and 60 degrees with the horizontal.
  • the direction may also have a small inwardly or outwardly radial component.
  • the method for installing a monopile into a soil covered by a mass of water may be performed for installing a monopile on the seabed.
  • the mass of water may also be a lake.
  • the depth of the water i.e. the height of the mass of water is preferably between 5 and 100 M and more preferably between 10 and 50 m.
  • the height of the mass of water is lower than 5 m, preferably lower than 10 m, the column of suspension created within the monopile may exert a too high pressure to the soil as present at the lower end of the monopile when installing.
  • the method may then include pumping the suspension from this interior.
  • the soil may be sand silt, soft clay, very stiff clay or Boom clay or any combination of aforementioned.
  • the monopile and method is especially suited for installation in sand.
  • the monopile for a wind turbine is suitably the part of the wind turbine which just extends above the water level. By just extending is suitable meant between 5 and 20 m extending above the water level when installed.
  • a mast On top of the monopile a mast is typically mounted and a wind turbine generator.
  • the distance of penetration of the monopile in the soil is suitably between 20 and 50 m and preferably between 25 and 40 m.
  • the optimal distance at which the nozzles are positioned above the lower end relates to the type of soil and the ability of a water jet exiting from a nozzle to penetrate the soil.
  • the water jets penetrate the soil to the level of the lower end of the monopile.
  • This distance will be higher for easy to penetrate soil types such as sand and lower for difficult to penetrate soil types, like clay. The distance will also depend on the diameter of the lower end part of the monopile.
  • the distance may be higher for larger monopiles because more water may have to be injected resulting in a higher penetration length. Further the angle at which the water is injected will influence this distance. When the direction is near zero degrees with the horizontal a relatively small distance will be chosen while when the direction becomes more downward a larger distance will be chosen.
  • the distance can be easily determined by measuring a single penetration depth of a jet exiting a nozzle under design conditions in a soil type for which the monopile is to be designed. The distance will then be a function of the angle and the measured penetration depth.
  • the monopile is thus preferably designed for a specific type of soil in which it is to be positioned wherein the distance between the nozzles and the lower end is determined by the type of soil, the direction of the nozzles and the diameter of the lower end part of the monopile.
  • the water which is ejected does not substantially penetrate the soil to a level below the lower end of the monopile. Further it is preferred that more than 90 vol% of the water ejected from the injection nozzles is discharged via the one or more openings to the mass of water.
  • the pressure of the water as supplied to the water injection nozzles is at least 5 bar, and preferably between 20 and 300 bar.
  • the pressure may depend on the type of soil.
  • this pressure is between 5 and 50 bar for sand type of soil and between 50 and 300 bar for clay type of soil.
  • the water pressure for mixtures of sand and clay may overlap these preferred ranges.
  • the amount of water as ejected at the lower end part of the monopile will suitably depend on the soil type and dimensions of the monopile. For sand type of soils a high flow and low water pressure is preferred while for clay type soils a low flow and high pressure is preferred. This results in that for a sand type of soil substantially all of the soil within the monopile is present as a volume of fluidised soil, ie a suspension. For a clay type of soil a suspension will be present in an annulus against the inner wall and a more dense inner core of clay will be present in the centre of the monopile.
  • a flow of water is preferably between 10000 and 100000 l/min. For a 8 meter diameter monopile this flow may be between 10000 and 30000 l/min.
  • the distance at which the nozzles are positioned above the lower end is suitably at least 0.01 m, preferably 0.1 m and even more preferably 0.25 m.
  • the optimal distance suitably increases for monopiles having a greater diameter. This because the required higher water flow will be higher than the increase in available water nozzles. Thus per nozzle more water will flow resulting in a larger penetration length and thus in a larger distance at which the nozzles are preferably positioned above the lower end.
  • the distance at which the nozzles are preferably positioned above the lower end will suitably not exceed 5 m, preferably not exceed 3 m and more preferably not exceed 2 m for the larger diameter monopiles.
  • the optimal distance will further be influenced by the penetration length for the specific soil type or types and the angle of the nozzles as described above. This may result in that per project the design of the monopile may differ.
  • the distance is defined as the axial distance between the lower end and the outlet openings for the water of the nozzles.
  • the nozzles may be positioned in any manner at the inner side of the tubular lower part.
  • the nozzles are positioned in a circle such that the distance of each nozzle to the lower end is about the same.
  • two or more of such circular rows of nozzles may be positioned above each other.
  • the nozzles are fluidly connected to a circular conduit connected to the internal wall of the tubular lower part.
  • Such conduit functions as a common header for the multiple nozzles.
  • the circular conduit is fluidly connected to one or more fluid supply conduits which run upwardly.
  • the circular conduit may have any shape and cross-section, for example a circular, square or triangular cross- section.
  • the conduit does not have a large dimension enabling that the remaining opening is large enough for the upwardly moving soil suspension.
  • the circular conduit is preferably welded to the internal wall of the tubular lower part.
  • the supply conduits may be high pressure conduits which are suspended from an elevated location, preferably an upper end of the monopile. These conduits may run free of the wall of the monopile.
  • one or more fluid supply conduits are welded to the internal wall of the tubular lower part.
  • the nozzles are preferably high pressure injection nozzles suitably connected to pumps via high pressure water conduits. These pumps are preferably positioned externally from the foundation pile, for example on a floating vessel.
  • the high pressure conduits may for example run upwards to the upper end of the monopile where they are connected to the welded supply conduits.
  • the monopile preferably has a lower zone which when positioned in a mass of soil is surrounded by said mass of soil and an upper zone which extends above the mass of soil.
  • the one or more openings are present in the upper zone. These openings may be an opening or openings which, when the monopile is installed, are also used to pass power cables and other connections required for the wind turbine. In order for the suspension of water and soil to flow from the lower end of the monopile to these openings a fluid connection is present between lower end and these one or more openings.
  • the upper zone may be comprised of a tubular part having a smaller diameter that the tubular part of the lower zone.
  • a transition part having a frusto-conical shape may then be positioned below the tubular part having the smaller diameter.
  • Such a shape for a monopile for a wind turbine is well known.
  • the monopile has a lower zone and wherein the lower zone preferably has a cylindrical and flush outer surface and a cylindrical and flush inner surface. This simplifies the design. It has been found that the penetration of the monopile according to this invention does not require the specific designed toe as in the prior art publications EP3464734B1, W02020/207903 and W02019/206690.
  • a vibrohammer at the upper end of the monopile.
  • the water jets achieve a 70% strain reduction as compared to when only a vibrohammer would be used to drive the monopile into the soil.
  • the reduction of strain is also a measure of noise reduction. It is believed that the waterjets achieve a significant reduction or even removal of the friction at the inner side of the monopile.
  • the vibrohammer is suitably present to reduce the friction between the soil and the outer surface of the monopile and the soil resistance underneath the tip of the pile wall.
  • the vibrohammer may serve as the connection between the up flow end of the supply conduits and the high pressure conduits which run from the pumps positioned externally from the foundation pile, for example on a floating vessel or a jacked up vessel.
  • a vibrohammer and the connected high pressure conduits may be positioned on the upper end of the monopile resulting in a fluid connection between high pressure conduits and the supply conduits within the monopile.
  • supply conduits run directly through one of the holes in the upper part of the pile.
  • FIG 1 shows a cross-sectional view of a monopile for a wind turbine according to this invention.
  • the monopile (1) has an upper end (2) and a lower end (3) when positioned.
  • a tubular lower part (4) extends upwards from the lower end (3).
  • injection nozzles (6) are present at the inner side (5) of the tubular lower part (4).
  • the monopile (1) is provided with an opening (7) at a higher elevation (8) in an upper zone (9).
  • the injection nozzles (6) are positioned at a distance (10) from the lower end (3) and directed to inject a flow of water in at least a tangential and an axial direction to wards the lower end (3) as shown.
  • the shown nozzles (6) are directed to the lower end (3) under an angle of 45 degrees with the horizontal (11).
  • the lower tubular part (4) has a cylindrical and flush outer surface (12) extending from the lower end (3). Also the inner side (5) of the lower tubular part (4) is a cylindrical and flush surface apart from a circular shaped conduit (13) from which the nozzles (6) extend. Circular shaped conduit (13) is welded to inner side (5) of the lower tubular part (4). Circular shaped conduit (13) in Figure 1 has a triangular cross-section and acts as a header for supply of water to nozzles (6). The water is supplied by a fluid supply conduit (14) welded to inner wall (5). No pumping system is present for evacuating fluid from within the monopile.
  • FIG. 2 shows a monopile (1) according to the invention installed on the seabed (15).
  • the upper zone (9) of the monopile (1) is comprised of a tubular part (19) having a smaller diameter that the tubular part (20) of a lower zone (21) and a transition part (22) having a frusto-conical shape positioned below the tubular part (19) having the smaller diameter.
  • a vibrohammer (23) is attached to the upper end (2) of the monopile (1).
  • Pumps (24) are positioned externally from the monopile pile (1) on a floating vessel (25).
  • High pressure conduits (26) transport high pressure water to the upper end (2) of the monopile (1) where they are connected to the welded supply conduits (14). Further hydraulic pressure conduits (27) are shown to operate the vibrohammer (23).
  • the monopile (1) is being installed in Figure 2 in a soil situated below a mass of water (18) consisting of a layer of sand (29), a clay layer (30) and a deeper layer of sand (31).
  • a scour protection (32) is present to avoid sand around the monopile to be washed away by local currents.
  • injection nozzles (6) are present which inject water into the soil at an injection distance which does not extend beyond the lower end (3) of the monopile as illustrated by the arrow and cross.
  • Version VI was provided with a ring of injection nozzles at a distance of 25 cm from the lower end of the monopile.
  • the ring was provided with injection nozzles directed vertically downwards and upwards.
  • the upwards directed nozzles had a tangential direction.
  • Version V2 was as version VI except that all the nozzles are directed to inject a flow of water in at least a tangential and an axial direction to wards the lower end under an angle of 30 degrees with the horizontal.
  • Version V3 was as version V2 except that all the nozzles are directed to inject a flow of water under an angle of 45 degrees with the horizontal.

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

Abstract

L'invention concerne un monopieu pour une éolienne ayant une extrémité supérieure et une extrémité inférieure lorsqu'il est positionné et comprenant une partie inférieure tubulaire s'étendant vers le haut à partir de l'extrémité inférieure, des buses d'injection étant présentes au niveau du côté interne de la partie inférieure tubulaire. Le monopieu est pourvu d'une ou de plusieurs ouvertures à une élévation plus élevée. Les buses d'injection sont positionnées à une certaine distance de l'extrémité inférieure et dirigées pour injecter un flux d'eau dans au moins une direction tangentielle et une direction axiale vers l'extrémité inférieure.
PCT/EP2023/062167 2022-05-10 2023-05-09 Monopieu pour une éolienne Ceased WO2023217721A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AU2023266694A AU2023266694A1 (en) 2022-05-10 2023-05-09 A monopile for a wind turbine
CN202380039266.4A CN119487263A (zh) 2022-05-10 2023-05-09 用于风力涡轮机的单桩
EP23726887.5A EP4522810A1 (fr) 2022-05-10 2023-05-09 Monopieu pour une éolienne

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL2031823A NL2031823B1 (en) 2022-05-10 2022-05-10 A monopile for a wind turbine
NL2031823 2022-05-10

Publications (1)

Publication Number Publication Date
WO2023217721A1 true WO2023217721A1 (fr) 2023-11-16

Family

ID=82850149

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2023/062167 Ceased WO2023217721A1 (fr) 2022-05-10 2023-05-09 Monopieu pour une éolienne

Country Status (6)

Country Link
EP (1) EP4522810A1 (fr)
CN (1) CN119487263A (fr)
AU (1) AU2023266694A1 (fr)
NL (1) NL2031823B1 (fr)
TW (1) TW202409416A (fr)
WO (1) WO2023217721A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025216627A1 (fr) 2024-04-08 2025-10-16 Gbm Works Ip B.V. Dispositif d'installation ou de mise en service de tube
NL2037412B1 (en) 2024-04-08 2025-10-31 Gbm Works Ip B V A tube installation device

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5653556A (en) 1995-10-10 1997-08-05 American Piledriving Equipment, Inc. Clamping apparatus and methods for driving caissons into the earth
WO1998015692A1 (fr) * 1996-10-10 1998-04-16 Tijmen Van Halteren Pieu en acier adapte a etre enfonce dans le sol
EP1342851A1 (fr) * 2002-03-08 2003-09-10 BVV Spezialtiefbautechnik Vertriebs GmbH Méthode et dispositif pour former une barette de béton de sol
WO2003100178A1 (fr) 2002-05-27 2003-12-04 Vestas Wind Systems A/S Procede de montage d'une eolienne, socle pour eolienne et ensemble d'eoliennes
EP3561181A1 (fr) * 2018-04-23 2019-10-30 Ørsted Wind Power A/S Fondation d'une structure
DE102019104292A1 (de) * 2019-02-20 2020-08-20 Innogy Se Einvibrieren von Gründungen
WO2020207903A1 (fr) 2019-04-09 2020-10-15 Gbm Works Bv Pieu de fondation
EP3464734B1 (fr) 2016-05-25 2021-07-07 GBM Works B.V. Dispositif d'installation de pieu de fondation
WO2021228510A1 (fr) 2020-05-13 2021-11-18 Ørsted Wind Power A/S Procédé d'installation d'une fondation et fondation pour structure

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5653556A (en) 1995-10-10 1997-08-05 American Piledriving Equipment, Inc. Clamping apparatus and methods for driving caissons into the earth
WO1998015692A1 (fr) * 1996-10-10 1998-04-16 Tijmen Van Halteren Pieu en acier adapte a etre enfonce dans le sol
EP1342851A1 (fr) * 2002-03-08 2003-09-10 BVV Spezialtiefbautechnik Vertriebs GmbH Méthode et dispositif pour former une barette de béton de sol
WO2003100178A1 (fr) 2002-05-27 2003-12-04 Vestas Wind Systems A/S Procede de montage d'une eolienne, socle pour eolienne et ensemble d'eoliennes
EP3464734B1 (fr) 2016-05-25 2021-07-07 GBM Works B.V. Dispositif d'installation de pieu de fondation
EP3561181A1 (fr) * 2018-04-23 2019-10-30 Ørsted Wind Power A/S Fondation d'une structure
WO2019206690A1 (fr) 2018-04-23 2019-10-31 Ørsted Wind Power A/S Fondations pour une structure
DE102019104292A1 (de) * 2019-02-20 2020-08-20 Innogy Se Einvibrieren von Gründungen
WO2020207903A1 (fr) 2019-04-09 2020-10-15 Gbm Works Bv Pieu de fondation
WO2021228510A1 (fr) 2020-05-13 2021-11-18 Ørsted Wind Power A/S Procédé d'installation d'une fondation et fondation pour structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025216627A1 (fr) 2024-04-08 2025-10-16 Gbm Works Ip B.V. Dispositif d'installation ou de mise en service de tube
NL2037412B1 (en) 2024-04-08 2025-10-31 Gbm Works Ip B V A tube installation device

Also Published As

Publication number Publication date
TW202409416A (zh) 2024-03-01
AU2023266694A1 (en) 2024-11-14
NL2031823B1 (en) 2023-11-17
CN119487263A (zh) 2025-02-18
EP4522810A1 (fr) 2025-03-19

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