EP3260604B1 - Method of mounting an add-on to a base construction, and a device therefor - Google Patents
Method of mounting an add-on to a base construction, and a device therefor Download PDFInfo
- Publication number
- EP3260604B1 EP3260604B1 EP17177347.6A EP17177347A EP3260604B1 EP 3260604 B1 EP3260604 B1 EP 3260604B1 EP 17177347 A EP17177347 A EP 17177347A EP 3260604 B1 EP3260604 B1 EP 3260604B1
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- EP
- European Patent Office
- Prior art keywords
- construction
- add
- coupling means
- monopile
- work platform
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Classifications
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- 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
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- 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
- E02B17/0004—Nodal points
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- 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
- the invention relates to a method of arranging an add-on construction with internal cavity around a top part of a base construction, and to a respective device.
- An offshore wind turbine is generally placed on a support structure anchored to a seabed.
- the support structure can comprise a monopile arranged in the seabed and extending above the water surface.
- a lattice structure or jacket can, if desired, be applied for deeper water.
- a transition piece In order to connect the wind turbine mast to a monopile use is in the prior art made of a transition piece.
- the transition piece is connected on a lower side thereof to the monopile and on an upper side thereof to the wind turbine mast.
- the transition piece can, if desired, be provided with add-on constructions such as a work platform, a jetty and other useful applications.
- auxiliary construction In a known method for mounting an add-on construction on a monopile the auxiliary construction is lifted from a jack-up platform or other floating device with a crane and mutually aligned with the monopile for the purpose of coupling the add-on construction to the monopile.
- use is for instance made of auxiliary cables or tugger lines operated with winches.
- an internal cavity of the add-on construction must be arranged around a top part of the monopile.
- the invention has for its object, among others, to provide a device and corresponding method which at least partially obviates the above stated prior art drawbacks.
- this object is achieved by providing a device according to claim 9.
- An embodiment of the invention relates to a device wherein the second part is elongate and is received over at least a part of its length in the first part.
- the first part can be displaced over at least a portion of the second elongate part between two positions in which the two parts can be mutually coupled.
- An add-on structure connected to the first part will then be able to co-displace over at least a portion of the second elongate part.
- a suitable embodiment according to the invention provides a device wherein the second part can be displaced in the cavity of the add-on structure along a common axis extending in a longitudinal direction of the second part and the add-on structure.
- the second part is situated substantially in the cavity of the add-on structure, then the add-on structure is supported by the second part.
- the second part can be gradually removed by displacement from the cavity of the add-on structure, wherein the supporting function is taken on by the top part of the base structure itself.
- the first part can be connected to the add-on structure with first coupling means. Because the add-on structure is configured to be arranged around a top part of the base structure, it is advantageous to provide a device wherein the first coupling means are configured for connection to an upper side of the add-on structure. In this embodiment the add-on structure is suspended from the first part during use, and the internal cavity is accessible to the top part.
- the second coupling means are configured for connection to an upper side of the base structure.
- the second part is connected to an upper side of the base structure, which allows an add-on structure connected to the second part to be lowered relatively freely along the first part and over the top part of the base structure.
- the first and second coupling means can be embodied in any suitable manner.
- the first and second parts can also be secured to each other in the two positions in which they are fixedly connected to each other. Relative displacement of the two parts is in principle not possible in these positions.
- the device comprises a hydraulic circuit which can be remotely controlled and which comprises at least the above described coupling means.
- the device can be controlled from a position above water, for instance from a jack-up platform or other floating device.
- the first and/or second part form a lattice of mutually connected stiffening elements such as bars.
- Such an embodiment imparts sufficient stiffness and strength to the parts at a relatively low weight.
- a lower edge part of at least the second part comprises an inner surface with a conical progression in the longitudinal direction. This makes it easier to align the second part with the base structure, for instance when connecting the second part to the base structure.
- the first and the second part are coupled displaceably relative to each other along a common axis extending in a longitudinal direction of both parts.
- the first and/or second part is provided with sliding surfaces for the purpose of displacing the parts relative to each other.
- the sliding surfaces can for instance comprise a low-friction plastic, such as a polyolefin.
- Particularly suitable embodiments comprise devices wherein the base construction is stationary and the add-on construction is placed on or partially over the base construction, more particularly wherein the base construction comprises a monopile or jacket, particularly of an offshore wind turbine, and the add-on construction comprises a work platform, a cage construction, a mooring construction and/or a J-tube construction, particularly of an offshore wind turbine.
- Another aspect of the invention relates to a method for arranging an add-on construction with internal cavity around a top part of a base construction, wherein use is made of the described device. Preferred methods have already been described above in the light of preferred embodiments of the device.
- Suitable embodiments of the method comprise, among others, methods in which the second part is elongate and is received over at least a part of its length in the first part; wherein the second part is displaced in the cavity of the add-on construction along a common axis extending in a longitudinal direction of the second part and the add-on construction; wherein an upper side of the add-on construction is connected to the first part with the first coupling means; wherein an upper side of the base construction is connected to the second part with the second coupling means; wherein the first and/or second coupling means comprise a pin connection, preferably a hydraulic pin connection; wherein the first and second parts are secured to each other with a pin connection, preferably a hydraulic pin connection; wherein the first and/or second part form a lattice; wherein a lower edge part of the second part comprises an inner surface with a conical progression in the longitudinal direction; wherein the first and/or second part is provided with sliding surfaces for the purpose of displacing the parts relative to each other; wherein,
- Turbine 2 comprises a turbine mast 20 which is provided on an upper side with a nacelle 21 and a number of rotor blades 22.
- a wind turbine 2 is placed on a support structure in the form of a monopile 4 anchored to a seabed 3.
- Monopile 4 forms a tubular element and can extend from the seabed 3 to a position above the water surface 5, but can also be situated with an upper edge 40 under water, as shown in figure 2 .
- To connect wind turbine mast 20 to a monopile 4 use can be made of a transition piece 6.
- Transition piece 6 likewise forms a tubular element and extends from a bottom part 60 to a top part 61.
- transition piece 6 can be provided with a skirt part 64 which is moved over a top part of monopile 4, wherein an intermediate space 65 is created between an inner surface of the transition piece (6, 64) and an outer surface of monopile 4.
- the height of intermediate space 65 can, if desired, be determined by providing an inner surface of the transition piece (6, 64) with protrusions 66 which find support on an upper edge 40 of monopile 4.
- Space 65 can then be filled with a curing substance such as grouting mortar or grout. After curing, a connection is in this way obtained between transition piece 6 and monopile 4.
- transition piece 6 (or monopile 4) can be provided with a work platform 7 with for instance boat ladder 70.
- An add-on structure to be placed over a monopile 4 and provided with a work platform 7 is shown in detail in figure 3 and comprises a work deck 72 surrounded by a railing 71.
- Work platform 7 further comprises a cage construction 73 constructed from a number of peripheral rings 74 connected to longitudinal rods 76 running in a longitudinal direction 75. Peripheral rings 74 and longitudinal rods 76 together define an internal cavity 79 which is arranged around a top part 41 of monopile 4.
- work platform 7 is provided on an underside of work deck 72 with a number of dovetail plates 78 which co-act with yokes 62 provided on the top part 41 of monopile 4.
- the upper side of monopile 4 can also be provided with an internal cover plate 63, which closes an internal space between the water surface and cover plate 63 in order to prevent corrosion.
- first part 10 is connected to an upper side of the add-on construction, particularly work platform 7, with first coupling means 19.
- Work platform 7 is provided for this purpose with a number of connecting plates 77 which co-act with first coupling means 19.
- Work platform 7 thus co-displaces with first part 10 when first part 10 displaces relative to second part 30 between position A and position B.
- position A in which second part 30 protrudes under first part 10, second part 30 is received at least partially in cavity 79 of work platform 7 for the purpose of supporting work platform 7.
- the second part 30 can here be displaced in the cavity 79 of work platform 7 along an axis extending in the longitudinal direction 31 of second part 30 and a longitudinal direction 80 of work platform 7, which axis coincides with common axis 13.
- the position A is taken up inter alia when the assembly (10, 30) of first and second part and the work platform 7 coupled to first part 10 is hoisted.
- the second part 30 is connected with second coupling means 38 to the base construction, particularly monopile 4, as shown in figure 4A .
- work platform 7 will co-displace when first part 10 is displaced from position A to position B, wherein cavity 79 of the work platform is moved over top part 41 of monopile 4 and second part 30 is simultaneously removed from cavity 79 until the situation of figure 4B is achieved.
- work platform 7 is secured to monopile 4
- second part 30 is detached from monopile 4 and the assembly (10, 30) of the first and second part is removed.
- add-on structure 7 is lifted from a jack-up work platform (not shown) with a crane (not shown) and add-on structure 7 and monopile 4 are mutually aligned to a certain extent along a common axis 45, extending in a longitudinal direction of both elements, for the purpose of coupling add-on structure 7 and monopile 4.
- the alignment of add-on structure 7 relative to monopile 4 is for instance performed by auxiliary cables or tugger lines operated with winches.
- Add-on structure 7 is hereby kept under control and aligned with monopile 4 to a certain extent.
- Second part 30 comprises a lattice of mutually connected longitudinal bars 32 and transverse bars 33, reinforced with crosswise torsion bars 34, which is elongate in longitudinal direction 31.
- Transverse bars 33 form a number of levels which are mutually connected by means of ladders 35.
- An upper surface of second part 30 is provided at corner points with lifting eyes 36 with which part 30 can be attached to a lifting crane (not shown) and lifted, and with two hydraulic connecting pins 37.
- a lower surface of the second part is provided with second coupling means in the form of hydraulic clamps 38 which are configured for connection to an upper side of monopile 4, and with four hoisting guides 39.
- a lower edge part of second part 30 is further provided with guide plates 42 having an inner surface with a conical progression in the longitudinal direction 31. Stoppers 40 ensure that first part 10 is held in the position B when first part 10 is displaced downward along second part 30.
- An internal monopile cover plate 63 can likewise form part of the lower surface of second part 30.
- second part 30 can also be provided with a ladder 41 which can be lowered from the lower surface.
- First part 10 also comprises a lattice of mutually connected longitudinal bars 12 and transverse bars 13, reinforced with crosswise torsion bars 14.
- Transverse bars 13 form an open upper surface 15a and an open lower surface 15b.
- lower surface 15b is provided with a ladder 16.
- the connecting plates between transverse bars 13 can, if desired, also be provided with sliding surfaces 13a for the purpose of displacing the parts (10, 30) relative to each other.
- first part 10 is provided along transverse bars 13 with lifting plates 17 with which part 10 can be attached to a lifting crane (not shown) and lifted, and with connecting pins 18 which can be manually operated in the shown embodiment.
- Connecting pins 18 are provided with a locking pin 18a.
- Connecting pins 18 are mounted with transverse plates 18b on a transverse bar 13 of lower surface 15b.
- Connecting pins 18 of first part 10 and hydraulic connecting pins 37 of second part 30 function as temporary coupling means configured for connection of first part 10 to second part 30.
- Guides 19 for work platform 7 which are held at some distance from transverse bars 13 of lower surface 15b are also provided with connecting pins 19a for work platform 7.
- the hydraulic pin connections are remotely controlled by a hydraulic circuit (not shown).
- step A a hoisting yoke 50 is first attached with hoisting cables 51 to lifting eyes 36 of second part 30.
- First part 10 is coupled to second part 30 by having connecting pins 18 engage on second part 30.
- step B the assembly (10, 30) of the coupled first and second part which is suspended from hoisting yoke 50 is lifted with a lifting crane (not shown) and carried to an upper side of work platform 7.
- step C a connection is then made between first part 10 and an upper surface of work platform 7 by connecting pins 19, 19a engaging on connecting plates of work platform 7.
- the coupling between first part 10 and second part 30 is then broken by releasing connecting pins 18.
- step D second part 30 is then moved downward so that this part 30 is received in the cavity 79 of work platform 7 and the stoppers 40 of second part 30 come into contact with first part 10.
- step E second part 30 is once again coupled to first part 10 by activation of hydraulic connecting pins 37.
- Hoisting yoke 50 is then uncoupled from second part 30 and hoisting cables 51 are attached to the lifting plates 17 of the first part (step F).
- step G the internal work platform plate 63 is then arranged in the guides 42 of the second part and connected to second part 30.
- step H the assembly (30, 10, 7, 63) of first and second part, work platform 7 and plate 63 which is suspended from hoisting yoke 50 is then collectively lifted with a lifting crane (not shown) and carried to an upper side of monopile 4.
- Step I comprises of connecting second part 30 to an upper side of monopile 4 by activating hydraulic clamps 38.
- the connection between the first and second part is simultaneously broken by retraction of hydraulic connecting pins 37.
- step J first part 10 with work platform 7 coupled thereto is lowered over the top part of monopile 4, wherein first part 10 displaces from position A to position B along the second part 30 fastened to monopile 4.
- step K the internal work platform plate 63 is then lowered with a hoisting installation suspended in second part 30 to a position in the upper surface of monopile 4 and there fastened to monopile 4.
- step L hoisting yoke 50 is detached from first part 10 and attached with cables 51 to the lifting eyes 36 of second part 30.
- First part 10 is then once again coupled to second part 30 by having connecting pins 18 engage on second part 30.
- Work platform 7 is then uncoupled from first part 10 by removing connecting pins 19a.
- step M hydraulic clamps 38 are then opened, whereby the connection of second part 30 to monopile 4 is broken.
- a final step N the assembly (10, 30) of the first and second part which is suspended from hoisting yoke 50 is collectively lifted with a lifting crane (not shown) and carried away to a storage location or optionally carried to an upper side of a second work platform 7 for placing, after which the method is repeated from step C.
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Description
- The invention relates to a method of arranging an add-on construction with internal cavity around a top part of a base construction, and to a respective device.
- The invention will be elucidated hereinbelow with reference to an offshore wind turbine, for which the invention is particularly suitable. The reference to a wind turbine does not imply that the invention is limited to the use in the context of such a wind turbine, and the device and corresponding method can likewise be applied for any other combination of add-on construction for arranging on a base construction.
- An offshore wind turbine is generally placed on a support structure anchored to a seabed. For offshore wind turbines which are placed in relatively shallow water the support structure can comprise a monopile arranged in the seabed and extending above the water surface. A lattice structure or jacket can, if desired, be applied for deeper water. Reference will be made hereinbelow to a monopile, although this can also be understood to mean a jacket. In order to connect the wind turbine mast to a monopile use is in the prior art made of a transition piece. The transition piece is connected on a lower side thereof to the monopile and on an upper side thereof to the wind turbine mast. The transition piece can, if desired, be provided with add-on constructions such as a work platform, a jetty and other useful applications.
- In a known method for mounting an add-on construction on a monopile the auxiliary construction is lifted from a jack-up platform or other floating device with a crane and mutually aligned with the monopile for the purpose of coupling the add-on construction to the monopile. During the mutual alignment use is for instance made of auxiliary cables or tugger lines operated with winches. For connection, an internal cavity of the add-on construction must be arranged around a top part of the monopile. With the known method the risk of damage to the add-on construction or the monopile is considerable, especially when work has to be carried out in relatively severe weather.
- The invention has for its object, among others, to provide a device and corresponding method which at least partially obviates the above stated prior art drawbacks.
- According to the invention, this object is achieved by providing a device according to claim 9.
- With the invented device it is possible to align an add-on structure with internal cavity around a top part of a base structure in accurate and safe manner for the purpose of coupling these structures. With the invented device it is particularly possible to arrange an add-on structure, for instance a work platform, on an upper side of a monopile in accurate and safe manner.
- Provided for this purpose according to the invention is a method according to
claim 1. - An embodiment of the invention relates to a device wherein the second part is elongate and is received over at least a part of its length in the first part. In this embodiment the first part can be displaced over at least a portion of the second elongate part between two positions in which the two parts can be mutually coupled. An add-on structure connected to the first part will then be able to co-displace over at least a portion of the second elongate part.
- A suitable embodiment according to the invention provides a device wherein the second part can be displaced in the cavity of the add-on structure along a common axis extending in a longitudinal direction of the second part and the add-on structure. When the second part is situated substantially in the cavity of the add-on structure, then the add-on structure is supported by the second part. During lowering of the add-on structure around the top part of the base structure the second part can be gradually removed by displacement from the cavity of the add-on structure, wherein the supporting function is taken on by the top part of the base structure itself.
- According to the invention, the first part can be connected to the add-on structure with first coupling means. Because the add-on structure is configured to be arranged around a top part of the base structure, it is advantageous to provide a device wherein the first coupling means are configured for connection to an upper side of the add-on structure. In this embodiment the add-on structure is suspended from the first part during use, and the internal cavity is accessible to the top part.
- Another embodiment of the device is characterized in that the second coupling means are configured for connection to an upper side of the base structure. In this embodiment the second part is connected to an upper side of the base structure, which allows an add-on structure connected to the second part to be lowered relatively freely along the first part and over the top part of the base structure.
- The first and second coupling means can be embodied in any suitable manner. An embodiment wherein the first and/or second coupling means comprise a pin connection, preferably a hydraulic pin connection, is particularly suitable. In an embodiment with a pin connection, preferably a hydraulic pin connection, the first and second parts can also be secured to each other in the two positions in which they are fixedly connected to each other. Relative displacement of the two parts is in principle not possible in these positions.
- According to an embodiment, the device comprises a hydraulic circuit which can be remotely controlled and which comprises at least the above described coupling means. In this embodiment the device can be controlled from a position above water, for instance from a jack-up platform or other floating device.
- According to an embodiment of the invention, the first and/or second part form a lattice of mutually connected stiffening elements such as bars. Such an embodiment imparts sufficient stiffness and strength to the parts at a relatively low weight.
- According to another embodiment of the device, a lower edge part of at least the second part comprises an inner surface with a conical progression in the longitudinal direction. This makes it easier to align the second part with the base structure, for instance when connecting the second part to the base structure.
- According to the invention, the first and the second part are coupled displaceably relative to each other along a common axis extending in a longitudinal direction of both parts. In order to facilitate the displacement, in an embodiment the first and/or second part is provided with sliding surfaces for the purpose of displacing the parts relative to each other. The sliding surfaces can for instance comprise a low-friction plastic, such as a polyolefin.
- Particularly suitable embodiments comprise devices wherein the base construction is stationary and the add-on construction is placed on or partially over the base construction, more particularly wherein the base construction comprises a monopile or jacket, particularly of an offshore wind turbine, and the add-on construction comprises a work platform, a cage construction, a mooring construction and/or a J-tube construction, particularly of an offshore wind turbine.
- Another aspect of the invention relates to a method for arranging an add-on construction with internal cavity around a top part of a base construction, wherein use is made of the described device. Preferred methods have already been described above in the light of preferred embodiments of the device.
- Suitable embodiments of the method comprise, among others, methods in which the second part is elongate and is received over at least a part of its length in the first part; wherein the second part is displaced in the cavity of the add-on construction along a common axis extending in a longitudinal direction of the second part and the add-on construction; wherein an upper side of the add-on construction is connected to the first part with the first coupling means; wherein an upper side of the base construction is connected to the second part with the second coupling means; wherein the first and/or second coupling means comprise a pin connection, preferably a hydraulic pin connection; wherein the first and second parts are secured to each other with a pin connection, preferably a hydraulic pin connection; wherein the first and/or second part form a lattice; wherein a lower edge part of the second part comprises an inner surface with a conical progression in the longitudinal direction; wherein the first and/or second part is provided with sliding surfaces for the purpose of displacing the parts relative to each other; wherein, among others, the coupling means are remotely controlled by a hydraulic circuit; wherein the base construction comprises a foundation pile or transition piece of an offshore wind turbine; and wherein the add-on construction comprises a work platform, a cage construction, a mooring construction and/or a J-tube construction.
- The invention will now be further elucidated on the basis of the following figures and description of a preferred embodiment, without the invention otherwise being limited thereto. In the figures:
-
Fig. 1 is a schematic perspective view of an offshore wind turbine on a monopile foundation, with a detail of a transition piece; -
Fig. 2 is a schematic view of an embodiment of a work platform of the wind turbine connected to the transition piece of the monopile; -
Fig. 3 is a schematic perspective view of a work platform of the wind turbine connected to a monopile without interposing of a transition piece; -
Fig. 4A and4B are schematic views of a device according to an embodiment of the invention in coupled situation and connected to a work platform for arranging; -
Fig. 5 is a schematic perspective view of a second part of the device according to the embodiment of the invention shown infigure 4 ; -
Fig. 6 is a schematic perspective view of a first part of the device according to the embodiment of the invention shown infigure 4 ; and -
Fig. 7A-7N are schematic views of different steps of an embodiment of the method according to the invention. - Referring to
figure 1 , anoffshore wind turbine 2 is shown.Turbine 2 comprises aturbine mast 20 which is provided on an upper side with anacelle 21 and a number ofrotor blades 22. As also shown infigure 2 , such awind turbine 2 is placed on a support structure in the form of amonopile 4 anchored to a seabed 3.Monopile 4 forms a tubular element and can extend from the seabed 3 to a position above thewater surface 5, but can also be situated with anupper edge 40 under water, as shown infigure 2 . To connectwind turbine mast 20 to amonopile 4 use can be made of atransition piece 6.Transition piece 6 likewise forms a tubular element and extends from abottom part 60 to atop part 61. According to the detail drawing offigure 1 ,transition piece 6 can be provided with askirt part 64 which is moved over a top part ofmonopile 4, wherein anintermediate space 65 is created between an inner surface of the transition piece (6, 64) and an outer surface ofmonopile 4. The height ofintermediate space 65 can, if desired, be determined by providing an inner surface of the transition piece (6, 64) withprotrusions 66 which find support on anupper edge 40 ofmonopile 4.Space 65 can then be filled with a curing substance such as grouting mortar or grout. After curing, a connection is in this way obtained betweentransition piece 6 andmonopile 4. - If desired, transition piece 6 (or monopile 4) can be provided with a
work platform 7 with forinstance boat ladder 70. An add-on structure to be placed over amonopile 4 and provided with awork platform 7 is shown in detail infigure 3 and comprises awork deck 72 surrounded by arailing 71.Work platform 7 further comprises acage construction 73 constructed from a number ofperipheral rings 74 connected tolongitudinal rods 76 running in alongitudinal direction 75.Peripheral rings 74 andlongitudinal rods 76 together define aninternal cavity 79 which is arranged around atop part 41 ofmonopile 4. To connectwork platform 7 totop part 41 ofmonopile 4work platform 7 is provided on an underside ofwork deck 72 with a number ofdovetail plates 78 which co-act withyokes 62 provided on thetop part 41 ofmonopile 4. The upper side ofmonopile 4 can also be provided with aninternal cover plate 63, which closes an internal space between the water surface and coverplate 63 in order to prevent corrosion. - Because the intermediate space between the external peripheral surface of
monopile 4 and the internal peripheral surface ofcage construction 73 ofwork platform 7 is relatively small, damage to workplatform 7 and/or to monopile 4, for instance damage to the rust-preventing protective layers, may result during placing ofwork platform 7 onmonopile 4.Device 1 according to the invention makes it possible to arrangework platform 7 over thetop part 41 ofmonopile 4 and secure it thereto in accurate, rapid and safe manner. - The embodiment of the invented
device 1 shown in assembled situation infigures 4A and4B comprises afirst part 10 and asecond part 30 which is coupled tofirst part 10 for displacement relative tofirst part 10. Both parts (10, 30) are embodied as a lattice of longitudinal and transverse bars. The displacement is possible along acommon axis 13, extending in a longitudinal direction (11, 31) of both parts (10, 30), between two positions (A, B) in which the parts (10, 30) can be secured to each other.Second part 30 is elongate and is received over at least a part of its length infirst part 10. In the position A offirst part 10 shown infigure 4A thefirst part 10 is situated at the height of an upper side of the second part, andsecond part 30 extends largely underfirst part 10. In the position B offirst part 10 shown infigure 4B thefirst part 10 is situated at the height of a lower side ofsecond part 30, andsecond part 30 extends largely abovefirst part 10. - During use
first part 10 is connected to an upper side of the add-on construction, particularly workplatform 7, with first coupling means 19.Work platform 7 is provided for this purpose with a number of connectingplates 77 which co-act with first coupling means 19.Work platform 7 thus co-displaces withfirst part 10 whenfirst part 10 displaces relative tosecond part 30 between position A and position B. In position A, in whichsecond part 30 protrudes underfirst part 10,second part 30 is received at least partially incavity 79 ofwork platform 7 for the purpose of supportingwork platform 7. Thesecond part 30 can here be displaced in thecavity 79 ofwork platform 7 along an axis extending in thelongitudinal direction 31 ofsecond part 30 and alongitudinal direction 80 ofwork platform 7, which axis coincides withcommon axis 13. The position A is taken up inter alia when the assembly (10, 30) of first and second part and thework platform 7 coupled tofirst part 10 is hoisted. - During use the
second part 30 is connected with second coupling means 38 to the base construction, particularlymonopile 4, as shown infigure 4A . In the situation in whichsecond part 30 is connected tomonopile 4,work platform 7 will co-displace whenfirst part 10 is displaced from position A to position B, whereincavity 79 of the work platform is moved overtop part 41 ofmonopile 4 andsecond part 30 is simultaneously removed fromcavity 79 until the situation offigure 4B is achieved. In thissituation work platform 7 is secured tomonopile 4,second part 30 is detached frommonopile 4 and the assembly (10, 30) of the first and second part is removed. - In the above described method add-on
structure 7 is lifted from a jack-up work platform (not shown) with a crane (not shown) and add-onstructure 7 andmonopile 4 are mutually aligned to a certain extent along acommon axis 45, extending in a longitudinal direction of both elements, for the purpose of coupling add-onstructure 7 andmonopile 4. The alignment of add-onstructure 7 relative tomonopile 4 is for instance performed by auxiliary cables or tugger lines operated with winches. Add-onstructure 7 is hereby kept under control and aligned withmonopile 4 to a certain extent. - Referring to
figure 5 , thesecond part 30 is shown in more detail.Second part 30 comprises a lattice of mutually connectedlongitudinal bars 32 andtransverse bars 33, reinforced withcrosswise torsion bars 34, which is elongate inlongitudinal direction 31.Transverse bars 33 form a number of levels which are mutually connected by means ofladders 35. - An upper surface of
second part 30 is provided at corner points with liftingeyes 36 with whichpart 30 can be attached to a lifting crane (not shown) and lifted, and with two hydraulic connecting pins 37. A lower surface of the second part is provided with second coupling means in the form ofhydraulic clamps 38 which are configured for connection to an upper side ofmonopile 4, and with four hoisting guides 39. A lower edge part ofsecond part 30 is further provided withguide plates 42 having an inner surface with a conical progression in thelongitudinal direction 31.Stoppers 40 ensure thatfirst part 10 is held in the position B whenfirst part 10 is displaced downward alongsecond part 30. An internalmonopile cover plate 63 can likewise form part of the lower surface ofsecond part 30. If desired,second part 30 can also be provided with aladder 41 which can be lowered from the lower surface. - Referring to
figure 6 , thefirst part 10 is shown in more detail.First part 10 also comprises a lattice of mutually connectedlongitudinal bars 12 andtransverse bars 13, reinforced with crosswise torsion bars 14. In the situation in whichfirst part 10 is coupled to second part 30 alongitudinal direction 11 offirst part 10 runs parallel to thelongitudinal direction 31 ofsecond part 30.Transverse bars 13 form an openupper surface 15a and an openlower surface 15b. If desired,lower surface 15b is provided with aladder 16. The connecting plates betweentransverse bars 13 can, if desired, also be provided with slidingsurfaces 13a for the purpose of displacing the parts (10, 30) relative to each other. - At the position of
upper surface 15afirst part 10 is provided alongtransverse bars 13 with liftingplates 17 with whichpart 10 can be attached to a lifting crane (not shown) and lifted, and with connectingpins 18 which can be manually operated in the shown embodiment. Connecting pins 18 are provided with alocking pin 18a. Connecting pins 18 are mounted withtransverse plates 18b on atransverse bar 13 oflower surface 15b. Connecting pins 18 offirst part 10 and hydraulic connectingpins 37 ofsecond part 30 function as temporary coupling means configured for connection offirst part 10 tosecond part 30.Guides 19 forwork platform 7 which are held at some distance fromtransverse bars 13 oflower surface 15b are also provided with connectingpins 19a forwork platform 7. - The hydraulic pin connections are remotely controlled by a hydraulic circuit (not shown).
- With the described
device 1 an add-on construction with internal cavity, forinstance work platform 7, can be arranged around atop part 41 ofmonopile 4. A suitable method is elucidated with reference tofigure 7 . - In step A a hoisting
yoke 50 is first attached with hoistingcables 51 to liftingeyes 36 ofsecond part 30.First part 10 is coupled tosecond part 30 by having connectingpins 18 engage onsecond part 30. - In step B the assembly (10, 30) of the coupled first and second part which is suspended from hoisting
yoke 50 is lifted with a lifting crane (not shown) and carried to an upper side ofwork platform 7. - In step C a connection is then made between
first part 10 and an upper surface ofwork platform 7 by connectingpins work platform 7. The coupling betweenfirst part 10 andsecond part 30 is then broken by releasing connecting pins 18. - In step D
second part 30 is then moved downward so that thispart 30 is received in thecavity 79 ofwork platform 7 and thestoppers 40 ofsecond part 30 come into contact withfirst part 10. - In a subsequent step E
second part 30 is once again coupled tofirst part 10 by activation of hydraulic connecting pins 37. - Hoisting
yoke 50 is then uncoupled fromsecond part 30 and hoistingcables 51 are attached to thelifting plates 17 of the first part (step F). - In step G the internal
work platform plate 63 is then arranged in theguides 42 of the second part and connected tosecond part 30. - In a subsequent step H the assembly (30, 10, 7, 63) of first and second part,
work platform 7 andplate 63 which is suspended from hoistingyoke 50 is then collectively lifted with a lifting crane (not shown) and carried to an upper side ofmonopile 4. - Step I comprises of connecting
second part 30 to an upper side ofmonopile 4 by activatinghydraulic clamps 38. The connection between the first and second part is simultaneously broken by retraction of hydraulic connecting pins 37. - In step J
first part 10 withwork platform 7 coupled thereto is lowered over the top part ofmonopile 4, whereinfirst part 10 displaces from position A to position B along thesecond part 30 fastened tomonopile 4. - In step K the internal
work platform plate 63 is then lowered with a hoisting installation suspended insecond part 30 to a position in the upper surface ofmonopile 4 and there fastened tomonopile 4. - In step
L hoisting yoke 50 is detached fromfirst part 10 and attached withcables 51 to the liftingeyes 36 ofsecond part 30.First part 10 is then once again coupled tosecond part 30 by having connectingpins 18 engage onsecond part 30.Work platform 7 is then uncoupled fromfirst part 10 by removing connectingpins 19a. - In step M
hydraulic clamps 38 are then opened, whereby the connection ofsecond part 30 tomonopile 4 is broken. - In a final step N the assembly (10, 30) of the first and second part which is suspended from hoisting
yoke 50 is collectively lifted with a lifting crane (not shown) and carried away to a storage location or optionally carried to an upper side of asecond work platform 7 for placing, after which the method is repeated from step C.
Claims (9)
- Method of arranging an add-on construction (6, 7) with internal cavity around a top part of a base construction (4), the add-on construction comprising a work platform, a cage construction, a mooring construction and/or a J-tube construction of an offshore wind turbine, and the base construction comprising a monopile or jacket foundation of said offshore wind turbine, the method comprising:- providing a device comprising a first and a second part (10, 30) which are coupled displaceably relative to each other along a common axis (13), extending in a longitudinal direction (11, 31) of both parts, between two positions (A, B) in which positions Z the parts (10, 30) can be secured to each other; wherein the first part (10) comprises first coupling means (19) for connecting to the add-on construction (6, 7); wherein the second part (30) comprises second coupling means (38) for connection to the base construction (4); and wherein the second part (30) is configured to be received in the cavity (79) of the add-on construction (6, 7) for the purpose of supporting the add-on construction (6, 7);- connecting the first part (10) to the add-on construction (6, 7) with the first coupling means (19);- displacing the second part (30) relative to the first part (10) until the second part (30) has been received in the cavity (79) of the add-on construction (6, 7) for the purpose of supporting it;- hoisting the thus coupled first and second parts (10, 30) and the add-on construction (6, 7) onto the base construction (4);- connecting the second part (30) to the base construction (4) with the second coupling means (38);- displacing the first part (10) and the add-on construction (6, 7) coupled thereto relative to the second part (30), wherein the internal cavity (79) of the add-on construction (6, 7) is arranged around the top part of the base construction (4).
- Method according to claim 1, further comprising a device (1) wherein the second part (30) is elongate and said second part (30) is received over at least a part of its length in the first part (10).
- Method according to claim 1 or 2, wherein the second part (30) is displaced in the cavity (79) of the add-on construction (6, 7) along the common axis (13) extending in a longitudinal direction of the second part (30) and the add-on construction (6, 7).
- Method according to any one of claims 1-3, wherein the first and the second coupling means (19, 38) are remotely controlled by a hydraulic circuit.
- Method according to any one of the foregoing claims, wherein the first and/or second coupling means comprise a pin connection, preferably a hydraulic pin connection.
- Method according to any one of the foregoing claims, wherein the first and/or second part form a lattice.
- Method according to any one of the foregoing claims, wherein a lower edge part of the second part comprises an inner surface with a conical progression in the longitudinal direction.
- Method according to any one of the foregoing claims, wherein the first and/or second part is provided with sliding surfaces (13a) for the purpose of displacing the parts (10, 30) relative to each other.
- Device (1) for use in the method according to any one of the foregoing claims, the device comprising:- a first and a second part (10, 30) which are coupled displaceably relative to each other along a common axis (13), extending in a longitudinal direction (11, 31) of both parts, between two positions (A, B) in which the parts (10, 30) can be secured to each other;- wherein the first part (10) comprises first coupling means (19) for connecting to the add-on construction (6, 7);- wherein the second part (30) comprises second coupling means (38) for connection to the base construction (4); and- wherein the second part (30) is configured to be received in the cavity (79) of the add-on construction (6, 7) for the purpose of supporting the add-on construction (6, 7).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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BE2016/5456A BE1023462B1 (en) | 2016-06-22 | 2016-06-22 | Device and method for mounting an extension structure around a top portion of a basic structure |
Publications (3)
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EP3260604A1 EP3260604A1 (en) | 2017-12-27 |
EP3260604C0 EP3260604C0 (en) | 2024-08-14 |
EP3260604B1 true EP3260604B1 (en) | 2024-08-14 |
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EP17177347.6A Active EP3260604B1 (en) | 2016-06-22 | 2017-06-22 | Method of mounting an add-on to a base construction, and a device therefor |
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EP (1) | EP3260604B1 (en) |
BE (1) | BE1023462B1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
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DE102017009682A1 (en) * | 2017-10-18 | 2019-04-18 | Senvion Gmbh | Platform Assembly, Offshore Structure, Method of Installing a Platform Assembly |
CN111074927B (en) * | 2019-12-31 | 2024-10-15 | 中国电建集团华东勘测设计研究院有限公司 | Construction method for integrally installing single pile foundation integrated auxiliary structure of offshore wind turbine |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1292363B (en) * | 1959-01-03 | 1969-04-10 | Boessner Josef | Climbing formwork for concreting tower-like structures |
DE10100047A1 (en) * | 2001-01-02 | 2002-07-04 | Bruno Gruber | Construction method for erecting tower on bed of water body, e.g. for wind turbine, comprises stacking prefabricated parts on top of concrete foundation |
EP2067914A2 (en) * | 2007-12-04 | 2009-06-10 | WeserWind GmbH | Grid structure for an offshore construction, in particular an offshore wind energy converter, and method for manufacture thereof |
DE102009051425A1 (en) * | 2009-10-30 | 2011-05-05 | Voith Patent Gmbh | Flow power plant and method for its creation |
KR20130012106A (en) * | 2012-05-18 | 2013-02-01 | 동부건설 주식회사 | Transition piece and momopile connection structure of offshore wind turbine |
US20140158171A1 (en) * | 2014-01-24 | 2014-06-12 | Donald L. Doleshal | Pile Cleaner Apparatus |
EP2910686A2 (en) * | 2014-02-25 | 2015-08-26 | KCI the engineers B.V. | In-line connection for an offshore onstruction; offshore construction; method for installing |
EP2913439A1 (en) * | 2014-02-28 | 2015-09-02 | GeoSea NV | Device and method for arranging foundation piles in an underwater bottom |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102013225128A1 (en) * | 2013-12-06 | 2015-06-11 | Wobben Properties Gmbh | Wind turbine and wind turbine tower |
-
2016
- 2016-06-22 BE BE2016/5456A patent/BE1023462B1/en active
-
2017
- 2017-06-22 EP EP17177347.6A patent/EP3260604B1/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1292363B (en) * | 1959-01-03 | 1969-04-10 | Boessner Josef | Climbing formwork for concreting tower-like structures |
DE10100047A1 (en) * | 2001-01-02 | 2002-07-04 | Bruno Gruber | Construction method for erecting tower on bed of water body, e.g. for wind turbine, comprises stacking prefabricated parts on top of concrete foundation |
EP2067914A2 (en) * | 2007-12-04 | 2009-06-10 | WeserWind GmbH | Grid structure for an offshore construction, in particular an offshore wind energy converter, and method for manufacture thereof |
DE102009051425A1 (en) * | 2009-10-30 | 2011-05-05 | Voith Patent Gmbh | Flow power plant and method for its creation |
KR20130012106A (en) * | 2012-05-18 | 2013-02-01 | 동부건설 주식회사 | Transition piece and momopile connection structure of offshore wind turbine |
US20140158171A1 (en) * | 2014-01-24 | 2014-06-12 | Donald L. Doleshal | Pile Cleaner Apparatus |
EP2910686A2 (en) * | 2014-02-25 | 2015-08-26 | KCI the engineers B.V. | In-line connection for an offshore onstruction; offshore construction; method for installing |
EP2913439A1 (en) * | 2014-02-28 | 2015-09-02 | GeoSea NV | Device and method for arranging foundation piles in an underwater bottom |
Also Published As
Publication number | Publication date |
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EP3260604A1 (en) | 2017-12-27 |
EP3260604C0 (en) | 2024-08-14 |
BE1023462B1 (en) | 2017-03-28 |
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