NL2031428B1 - A template - Google Patents

A template Download PDF

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Publication number
NL2031428B1
NL2031428B1 NL2031428A NL2031428A NL2031428B1 NL 2031428 B1 NL2031428 B1 NL 2031428B1 NL 2031428 A NL2031428 A NL 2031428A NL 2031428 A NL2031428 A NL 2031428A NL 2031428 B1 NL2031428 B1 NL 2031428B1
Authority
NL
Netherlands
Prior art keywords
frame
guides
jig
operational state
relative
Prior art date
Application number
NL2031428A
Other languages
Dutch (nl)
Inventor
Adelbertus Maria Brouwer Willibrordus
Original Assignee
Iqip Holding B V
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 Iqip Holding B V filed Critical Iqip Holding B V
Priority to NL2031428A priority Critical patent/NL2031428B1/en
Priority to TW112111445A priority patent/TW202407189A/en
Priority to PCT/NL2023/050153 priority patent/WO2023191617A1/en
Application granted granted Critical
Publication of NL2031428B1 publication Critical patent/NL2031428B1/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

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

Abstract

A template for use in installing a plurality of foundation elements, in particular anchor piles, relative to one another in an underwater ground formation, comprises a frame and a plurality of guides for guiding respective foundation elements during driving them into a seabed. The guides are connected to the frame at an angular distance from each other about a centreline of the frame and translatable with respect to the frame such that the distances between the respective guides and the centreline are adjustable between a first operational condition and a second operational condition, wherein the distances between the respective guides and the centreline of the frame are larger in the second operational condition than in the first operational condition.

Description

NL 34650-vH
A template
The present invention relates to a template for use in installing a plurality of foundation elements, in particular anchor piles, relative to one another in an underwater ground formation, comprising a frame and a plurality of guides for guiding respective foundation elements during driving them into a seabed, which guides are connected to the frame at an angular distance from each other about a centreline of the frame.
Such a template is known from the European patent application EP 2 402 511. The known template is suitable to install anchor piles in a predetermined formation with the template remaining stationary on the seabed. The template can be re-used for installing further foundation elements on other sites since after installing the anchor piles the template is lifted over the ends of the installed piles that project upwardly from the seabed and moved to the next installation site. The installed anchor piles may receive a jacket as a base for a wind turbine, for example a tripod jacket.
An object of the invention is to provide an improved template.
This object is accomplished with the template according to the invention, wherein the guides are translatable with respect to the frame such that the distances between the respective guides and the centreline are adjustable between a first operational condition and a second operational condition, wherein the distances between the respective guides and the centreline of the frame are larger in the second operational condition than in the first operational condition.
An advantage of the template according to the invention is that the footprint of the guides can be adjusted without performing a time consuming operation to modify the structure of the template. Since the guides are translatable with respect to the frame it is possible to create a robust coupling between the guides and the frame, for example a slidable connection.
In the first operational condition and in the second operational condition the guides may be located at equiangular distance from each other.
In a particular embodiment the guides are arranged rotational symmetric about the centreline of the frame in the first operational condition and in the second operational condition. The means that the foot print in both the first operational condition and the second operational condition have a similar shape, but the footprint of the guides in the second operational condition covers a larger area.
Fach of the guides may be translatable with respect to the frame by an angular displacement about the centreline of the frame along a path which deviates from a circle about the centreline. This means that each of the guides can be translated along a path which is transverse to the radial direction with respect to the centreline.
The path may be linear.
In a practical embodiment each of the guides is translatable along a cooperating guide rail which is mounted to the frame.
The guide rails may be arranged such that they form at least portions of respective substantially linear sides of a regular polygon, for example an equilateral triangle, a square or the like.
In a preferred embodiment the guide rails are part of respective sides of the frame, since the sides of the frame can form a robust support for the guide rails.
Fach of the guide rails may only extend between a corner and the middle of the corresponding side. Applying the guide rails also along the rest of the side would have the same effect of varying the footprint of the guides. It is even possible to apply the guide rail at a distance from the middle of the corresponding side since the variation of the distance between the centreline of the frame and the guide around the middle is relative small.
The frame may form an equilateral triangle as seen from above. Nevertheless, the frame may have an alternative shape as seen from above, for example rectangular, square or another polygonal shape.
The frame may extend in a main plane and its centreline may extend perpendicularly to the main plane.
The guides may have respective centrelines which are parallel to the centreline of the frame.
The template may be provided with at least an actuator for displacing at least one of the guides with respect to the frame, for example a hydraulic cylinder, rack-and-pinion or the like.
In an embodiment each of the guides comprises a sleeve and a foot, wherein under operating conditions the foot rests on the seabed and supports the sleeve, wherein the foot and the sleeve are movable with respect to each other in at least a direction which is parallel to the centreline for levelling the frame with respect to the seabed when the feet are resting on the seabed. The sleeve is suitable for guiding a foundation element. The feet of the respective guides and the corresponding sleeves can be moved with respect to each other such that in case of an uneven seabed the frame can be levelled with respect to the seabed in order to create a vertical centreline under operating conditions, for example. The foot and the sleeve may be movable with respect to each other through a linear actuator, for example a hydraulic cylinder. The feet may comprise plate- shaped bodies for providing appropriate stability when they are placed on the seabed.
In a particular embodiment the foot and the sleeve are tiltable with respect to each other such that the feet of the respective guides can accurately match an uneven seabed. This embodiment may have at least two actuators through which the sleeve and the foot are movably coupled to each other, for example at least two hydraulic actuators which are controllable independently from each other.
Fach of the guides and the frame may be lockable with respect to each other through a locking system.
In an embodiment each of the guides is provided with a slider for sliding along the corresponding guide rail and the locking system is provided at the slider and the guide rail. It is also conceivable that the locking system is located at the guide rail and the guide at a distance from the slider.
The locking system may comprise a movable pin which fits in a hele in at least one of the guide and the frame in order to simply lock the frame and the guide to each other.
The invention will hereafter be elucidated with reference to very schematic drawings showing an embodiment of the invention by way of example.
Fig. 1 is a perspective view of an embodiment of a template according to the invention.
Fig. 2 is plan view of the embodiment as shown in Fig. l on a smaller scale.
Fig. 3 is a similar view as Fig. 2, but showing a different condition of the template.
Fig. 4 is a side view of the embodiment as shown in
Fig. 1 on a smaller scale.
Fig. 5 is an enlarged view of a part of the embodiment as shown in Fig. 4, which is indicated by V in Fig. 4.
Figs. 1-4 show an embodiment of a template 1 according to the invention. The template 1 is suitable for use in installing a plurality of foundation elements (not shown) relative to one another in an underwater ground formation with the template 1 remaining stationary on a seabed. The foundation elements may be anchor piles for receiving a jacket as a base for a wind turbine, for example a tripod jacket. The template 1 can be re-used for installing further foundation elements on other sites since after installing the anchor piles the template 1 can be lifted over the ends of the installed anchor piles that project upwardly from the seabed and moved to the next installation site.
The template 1 comprises a frame 2, which is a three- dimensional truss in this case, but the template 1 may have an alternative mechanical structure. As seen from above the frame 2 has a contour of an equilateral triangle including three substantially straight sides 3. A lifting element 4 is fixed to an upper side of the frame 2 and serves to hoist the template 1 by means of a crane (not shown). The lifting element 4 is located at a centreline CL of the frame 2. The frame 2 extends in a main plane, which is usually horizontal under operating conditions, and the centreline CL extends perpendicularly to the main plane.
The template 1 also comprises three guides 5 for guiding respective foundation elements during driving them into the seabed. Each of the guides 5 comprises a sleeve 6 which has a flared upper portion 7 which facilitates inserting a foundation element into the sleeve 6. A foot 8 is mounted to a lower end portion of the sleeve 6 and movable with respect to the sleeve 6 by means of hydraulic cylinders 9. The movable feet 5 8 at the respective sleeves 6 provide the opportunity to level the frame 2 including the sleeves 6 with respect to the seabed when it is placed thereon. In the embodiment as shown in Figs. 1-4 the sleeves 6 have parallel centrelines which extend parallel to the centreline CL of the frame 2 and are located at an angular distance from each other about the centreline CL of the frame 2. Each of the sleeves 6 is movably mounted to one of the corresponding sides 3 of the frame 2 through a pair of guide rails 10 which extend parallel to each other at different height level along the corresponding side 3.
Fig. 2 shows a first operational condition in which the guides 5 are at respective first positions along the corresponding pairs of guide rails 10 and Fig. 3 shows a second operational condition in which the guides 5 are at respective second positions along the corresponding pairs of guide rails 10. Figs. 2 and 3 show that in the second operational condition the guides 5 are located closer to the corners of the frame 2 than in the second operational condition. Consequently, the distance between the centreline CL of the frame 2 and each of the centrelines of the respective sleeves 6 in the first operational condition is smaller than in the second operational condition, whereas the centrelines of the sleeves 6 are located at equiangular position with respect to each other about the centreline CL of the frame 2 in both the first and second operational conditions. Furthermore, in both the first and second operational conditions the guides 5 are arranged rotational symmetric about the centreline CL of the frame 2.
The guides 5 are displaceable along the respective pairs of guide rails 10 by means of actuators (not shown), for example hydraulic cylinders or the like.
Fig. 5 shows a mechanical connection between one of the guides 5 and one of the guide rails 10. It can be seen that the guide 5 is provided with a slider or a claw 11 which engages the guide rail 10 and which can slide along the guide rail 10. Fig. 5 also shows a locking pin 12 for locking the guide 5 and the frame 2 with respect to each other. In an alternative embodiment the guide 5 and the frame 2 may be locked to each other through a clamp or the like.
In the embodiment as shown in Figs. 1-4 the guides 5 are displaceable with respect to the frame 2 along paths which are linear and extend parallel to the respective guide rails 10.
In more general terms, each of the guides 5 is translatable with respect to the frame 2 by an angular displacement about the centreline CL of the frame 2 along a path which deviates from a circle about the centreline CL of the frame 2. The path must deviate from a circle about the centreline CL of the frame 2 in order to enable adjustment of the distance between the centreline CL of the frame 2 and the guide 5.
The length of each guide rail 10 along the corresponding side 3 is smaller than the corresponding side between neighbouring corners of the equilateral triangle. Each of the guide rails 10 extends from a corner of the triangle and a position remote from the middle of the corresponding side 3 such that its length is smaller than half of the length of the side 3.
The frame 2 forms an equilateral triangle within the main plane, but alternative embodiments which form a regular polygon within the main plane, are conceivable; for example, a square-shaped frame including four linear sides along which respective guide rails are provided, may provide a similar effect of varying distances between the centreline of the frame and the guides.
The invention is not limited to the embodiment shown in the drawings and described hereinbefore, which may be varied in different manners within the scope of the claims and their technical equivalents. For example, it is also conceivable that the guides are translatable in radial direction of the centreline.

Claims (17)

CONCLUSIESCONCLUSIONS 1. Een mal (1) voor gebruik bij het ten opzichte van elkaar in een onderwater grondformatie installeren van een aantal funderingselementen, in het bijzonder ankerpalen, omvattende een frame (2) en meerdere geleiders (5) voor het geleiden van respectievelijke funderingselementen tijdens het heien daarvan in een zeebodem, welke geleiders (5} op een hoekafstand van elkaar om een hartlijn (CL) van het frame (2) met het frame (2) zijn verbonden en zodanig transleerbaar zijn ten opzichte van het frame (2) dat de afstanden tussen de respectievelijke geleiders (5) en de hartlijn (CL) instelbaar zijn tussen een eerste operationele toestand en een tweede operationele toestand, waarbij de afstanden tussen de respectievelijke geleiders (5) en de hartlijn (CL) van het frame (2) in de tweede operationele toestand groter zijn dan in de eerste operationele toestand.1. A jig (1) for use in installing a number of foundation elements, in particular anchor piles, relative to each other in an underwater ground formation, comprising a frame (2) and several guides (5) for guiding respective foundation elements during installation piling thereof into a seabed, which guides (5} are connected to the frame (2) at an angular distance from each other about a center axis (CL) of the frame (2) and can be translated relative to the frame (2) in such a way that the distances between the respective conductors (5) and the center line (CL) are adjustable between a first operational state and a second operational state, wherein the distances between the respective conductors (5) and the center line (CL) of the frame (2) are in the second operational state are greater than in the first operational state. 2. Een mal (1) volgens conclusie 1, waarbij in de eerste operationele toestand en in de tweede operationele toestand de geleiders (5) zich op gelijke hoekafstand van elkaar bevinden.A jig (1) according to claim 1, wherein in the first operational state and in the second operational state the guides (5) are equiangularly spaced from each other. 3. Een mal (1) volgens conclusie 1 of 2, waarbij in de eerste operationele toestand en in de tweede operationele toestand de geleiders (5) rotatie-symmetrisch om de hartlijn (CL) van het frame {2} zijn geordend.A mold (1) according to claim 1 or 2, wherein in the first operational state and in the second operational state the guides (5) are arranged rotationally symmetrically about the center axis (CL) of the frame {2}. 4. Een mal (1) volgens één van de voorgaande conclusies, waarbij elk van de geleiders (5) transleerbaar is ten opzichte van het frame (2) via een hoekverplaatsing om de hartlijn (CL) van het frame (2) langs een baan die afwijkt van een cirkel om de hartlijn (CL).A jig (1) according to any one of the preceding claims, wherein each of the guides (5) is translatable relative to the frame (2) via an angular displacement about the center axis (CL) of the frame (2) along a track that deviates from a circle around the center line (CL). 5. Een mal (1) volgens conclusie 4, waarbij de baan lineair is.A mold (1) according to claim 4, wherein the path is linear. 6. Een mal (1) volgens één van de voorgaande conclusies, waarbij elk van de geleiders (5) transleerbaar is langs een daarmee samenwerkende geleidingsrail (10) die aan het frame (2) is bevestigd.A jig (1) according to any one of the preceding claims, wherein each of the guides (5) is translatable along an associated guide rail (10) that is attached to the frame (2). 7. Een mal (1) volgens conclusie 5 en 6, waarbij de geleidingsrails (10) zodanig zijn geordend dat zij ten minste gedeelten van respectievelijke zijden (3) van een regelmatige polygoon vormen.A mold (1) according to claims 5 and 6, wherein the guide rails (10) are arranged so as to form at least parts of respective sides (3) of a regular polygon. 8. Een mal (1) volgens conclusie 7, waarbij de geleidingsrails (10) onderdeel van respectievelijke althans ongeveer lineaire zijden (3) van het frame (2) uitmaken.A jig (1) according to claim 7, wherein the guide rails (10) form part of respective at least approximately linear sides (3) of the frame (2). 9. Een mal (1) volgens conclusie 8, waarbij elk van de geleidingsrails (10) slechts tussen een hoek en het midden van de corresponderende zijde (3) uitstrekt.A jig (1) according to claim 8, wherein each of the guide rails (10) extends only between a corner and the center of the corresponding side (3). 10. Een mal (1) volgens één van de voorgaande conclusies, waarbij het frame (2) van bovenaf gezien een gelijkzijdige driehoek vormt.A mold (1) according to any one of the preceding claims, wherein the frame (2) forms an equilateral triangle when viewed from above. 11. Een mal (1) volgens één van de voorgaande conclusies, waarbij het frame (2) zich in een hoofdvlak uitstrekt en de hartlijn (CL) daarvan zich loodrecht op het hoofdvlak uitstrekt.A mold (1) according to any one of the preceding claims, wherein the frame (2) extends in a main plane and its center axis (CL) extends perpendicular to the main plane. 12. Een mal (1) volgens conclusie 11, waarbij de geleiders {5) respectievelijke hartlijnen hebben die evenwijdig aan de hartlijn (CL) van het frame (2) lopen.A jig (1) according to claim 11, wherein the guides {5) have respective center lines parallel to the center line (CL) of the frame (2). 13. Een mal (1) volgens één van de voorgaande conclusies, waarbij de mal (1) is voorzien van ten minste een actuator voor het ten opzichte van het frame (2) verplaatsen van ten minste één van de geleiders (5).A jig (1) according to any one of the preceding claims, wherein the jig (1) is provided with at least one actuator for moving at least one of the guides (5) relative to the frame (2). 14. Een mal (1) volgens één van de voorgaande conclusies, waarbij elk van de geleiders (5) een bus (6) en een voet (8) omvat, waarbij onder bedrijfsomstandigheden de voet (8) op de zeebodem rust en de bus (6) ondersteunt, waarbij de voet (8) en de bus (6) ten opzichte van elkaar beweegbaar zijn in tenminste een richting die evenwijdig is aan de hartlijn (CL) voor het vlakstellen van het frame (2) ten opzichte van de zeebodem wanneer de voeten (8) op de zeebodem rusten.A jig (1) according to any one of the preceding claims, wherein each of the guides (5) comprises a sleeve (6) and a foot (8), wherein under operating conditions the foot (8) rests on the seabed and the sleeve (6) supported, wherein the foot (8) and the bushing (6) are movable relative to each other in at least a direction parallel to the center line (CL) for leveling the frame (2) relative to the seabed when the feet (8) rest on the seabed. 15. Een mal (1) volgens conclusie 14, waarbij de voet (8) en de bus (6) ten opzichte van elkaar kantelbaar zijn.A mold (1) according to claim 14, wherein the foot (8) and the sleeve (6) are tiltable relative to each other. 16. Een mal (1) volgens één van de voorgaande conclusies, waarbij elk van de geleiders (5) en het frame (2) ten opzichte van elkaar vergrendelbaar zijn door een vergrendelingssysteem (12).A jig (1) according to any one of the preceding claims, wherein each of the guides (5) and the frame (2) can be locked relative to each other by a locking system (12). 17. Een mal (1) volgens conclusie 16 en conclusie 6, waarbij elk van de geleiders (5) is voorzien van een glijschoen (11) voor het glijden langs de geleidingsrail (10) en het vergrendelingssysteem (12) ter plaatse van de glijschoen (11) en de geleidingsrail (10) is verschaft.A jig (1) according to claim 16 and claim 6, wherein each of the guides (5) is provided with a sliding shoe (11) for sliding along the guide rail (10) and the locking system (12) at the location of the sliding shoe (11) and the guide rail (10) is provided.
NL2031428A 2022-03-29 2022-03-29 A template NL2031428B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
NL2031428A NL2031428B1 (en) 2022-03-29 2022-03-29 A template
TW112111445A TW202407189A (en) 2022-03-29 2023-03-27 A template
PCT/NL2023/050153 WO2023191617A1 (en) 2022-03-29 2023-03-28 A template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL2031428A NL2031428B1 (en) 2022-03-29 2022-03-29 A template

Publications (1)

Publication Number Publication Date
NL2031428B1 true NL2031428B1 (en) 2023-10-20

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ID=83188280

Family Applications (1)

Application Number Title Priority Date Filing Date
NL2031428A NL2031428B1 (en) 2022-03-29 2022-03-29 A template

Country Status (3)

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NL (1) NL2031428B1 (en)
TW (1) TW202407189A (en)
WO (1) WO2023191617A1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2402511A1 (en) 2010-07-02 2012-01-04 IHC Holland IE B.V. Template for and method of installing a plurality of foundation elements in an underwater ground formation
GB2496468A (en) * 2011-11-09 2013-05-15 Ihc Sea Steel Ltd Pile driving guide for use when making an array of piles
GB2571138A (en) * 2018-02-20 2019-08-21 Houlder Ltd A pile guide

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2402511A1 (en) 2010-07-02 2012-01-04 IHC Holland IE B.V. Template for and method of installing a plurality of foundation elements in an underwater ground formation
GB2496468A (en) * 2011-11-09 2013-05-15 Ihc Sea Steel Ltd Pile driving guide for use when making an array of piles
GB2571138A (en) * 2018-02-20 2019-08-21 Houlder Ltd A pile guide

Also Published As

Publication number Publication date
WO2023191617A1 (en) 2023-10-05
TW202407189A (en) 2024-02-16

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