WO2018132010A1 - Procédé d'érection à terre ou en mer d'une construction verticale - Google Patents

Procédé d'érection à terre ou en mer d'une construction verticale Download PDF

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Publication number
WO2018132010A1
WO2018132010A1 PCT/NL2018/050026 NL2018050026W WO2018132010A1 WO 2018132010 A1 WO2018132010 A1 WO 2018132010A1 NL 2018050026 W NL2018050026 W NL 2018050026W WO 2018132010 A1 WO2018132010 A1 WO 2018132010A1
Authority
WO
WIPO (PCT)
Prior art keywords
construction
crane
support
longitudinal
mount
Prior art date
Application number
PCT/NL2018/050026
Other languages
English (en)
Other versions
WO2018132010A8 (fr
Inventor
Wessel Helmens
Original Assignee
Mammoet 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
Priority claimed from NL2018176A external-priority patent/NL2018176B1/en
Priority claimed from NL2019462A external-priority patent/NL2019462B1/nl
Priority to MX2019008415A priority Critical patent/MX2019008415A/es
Priority to DK18702569.7T priority patent/DK3568372T3/da
Priority to EP18702569.7A priority patent/EP3568372B2/fr
Priority to BR112019014594-0A priority patent/BR112019014594B1/pt
Priority to AU2018207019A priority patent/AU2018207019B2/en
Priority to ES18702569T priority patent/ES2901487T3/es
Application filed by Mammoet Holding B.V. filed Critical Mammoet Holding B.V.
Priority to CA3049516A priority patent/CA3049516A1/fr
Priority to PL18702569T priority patent/PL3568372T3/pl
Publication of WO2018132010A1 publication Critical patent/WO2018132010A1/fr
Publication of WO2018132010A8 publication Critical patent/WO2018132010A8/fr
Priority to US16/511,974 priority patent/US11231015B2/en
Priority to US17/574,123 priority patent/US11939951B2/en
Priority to AU2023203461A priority patent/AU2023203461B2/en

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/20—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
    • B66C23/207—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures with supporting couples provided by wind turbines
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/185—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use erecting wind turbines
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/26—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
    • B66C23/28—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels
    • B66C23/32—Self-hoisting cranes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • E04H12/342—Arrangements for stacking tower sections on top of each other
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/10—Assembly of wind motors; Arrangements for erecting wind motors
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/40—Arrangements or methods specially adapted for transporting wind motor components
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2230/00—Manufacture
    • F05B2230/60—Assembly methods
    • F05B2230/61—Assembly methods using auxiliary equipment for lifting or holding
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/90—Mounting on supporting structures or systems
    • F05B2240/91—Mounting on supporting structures or systems on a stationary structure
    • F05B2240/916—Mounting on supporting structures or systems on a stationary structure with provision for hoisting onto the structure
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/728—Onshore wind turbines
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
    • Y02P70/50—Manufacturing or production processes characterised by the final manufactured product

Definitions

  • the invention relates to a method for onshore or offshore erecting an upstanding construction comprising longitudinal construction parts, in particular parts of a windmill, comprising the steps of
  • the prior art method to erect an upstanding longitudinal construction is to lift and stack column segments to create a tower on which, in the case of a windmill, the wind turbine generator can be positioned at its design height.
  • a crane is used to erect the column and place the wind turbine generator and rotor blades on top of the construction.
  • the length of the crane boom needs to be adapted thereto in order to be able to reach the necessary elevation for the placement of the wind turbine generator and the rotor blades at the top of the upstanding construction.
  • an increased length of the crane boom implies that the crane as a whole has to increase in size and weight in order to be able to provide the required capacity for erection of the upstanding construction.
  • the instant invention will hereinafter be basically elucidated with reference to the erection of a windmill, but it will be clear for the skilled person that the advantages that come within reach with the invention are equally available when the invention is used for the construction of other high upstanding constructions.
  • the application of the invention to the erection of a windmill must therefore be seen as purely illustrative, without the invention being limited thereto.
  • the method of the invention comprises the steps of:
  • the just-mentioned features of the invention provide the advantage that the footprint of the crane is independent from the size of the upstanding construction which is to be erected. Also the other dimensions and the weight of the crane are thus independent from the upstanding constructions size.
  • Another advantage is that the movements of the crane can remain limited which contributes to the stability of the entire construction process when the upstanding construction is build up from the ground. Severe weather conditions, particularly wind, only have a limited effect on the upstanding construction and on the crane mounted thereon during erection of the construction, particularly in comparison with the prior art solution.
  • Cost and effort to erect the upstanding construction can further remain limited since all preparatory work off-site can remain limited and be delayed until the construction will be done on-site.
  • the prior art method is comparatively costly since most construction is then required to be done off-site, which necessitates also the use of costlier transportation and high-capacity cranes.
  • the invention however provides the ad- vantage that transporting the longitudinal parts of the construction and the crane to the erection site can be done on the same vehicle.
  • the crane is up-ended at the site into a vertical position so as to enable that the crane is mounted on the sup- port and guide facility of at least one of the construction base and the longitudinal parts of the construction that is placed on the construction base. Thereafter the crane is immediately functional to be moved up and down the support and guide facility for moving loads up and down the gradually growing upstanding construction, as will be further explained hereinafter .
  • Up-ending of the crane into a vertical position can be done by different means; for instance using hydraulic cylinders or by using pull wires between the construction base and the crane.
  • a foot of the crane can be provided with a pivot point close to the support and guide fa ⁇ cility provided on the construction base on which the crane will be mounted.
  • the vehicle can be appropriately moved into the position which is best suited for mounting the crane on the supporting guide facility. If no appropriate position can be found, then the crane can first be mounted on an additional support that is provided on the construction base (or on a higher longitu- dinal construction part above the construction base) , and then moved into its final position mounted on the support and guide facility on the construction base or the higher longitudinal construction part on top of the construction base.
  • At least one of the longitudinal construction parts and the crane is/are provided with dimensions equal or less than the dimensions of a standard sea freight container.
  • the actual erection of the upstanding construction is preferably initiated by moving the crane from the vehicle into an initial position on the support and guide facility that is provided on one of the construction base and the longitudinal part of the construction that is first placed on the construction base.
  • the erection of the upstanding construction can then take place by repeatedly positioning the crane at a top level of the support and guide facility of the highest longitudinal part of the construction, and picking up with the crane a next longitudinal part of the construction that still rests on the vehicle or at base level, and subsequently placing said next longitudinal part on top of the longitudinal part that supports the crane, while arranging that the support and guide facility of the respective longitudinal parts of the construc- tion that are placed on top of each other are kept in line. Accordingly the crane can reach ever increasing heights corresponding each time with the up till then latest placed and highest longitudinal construction part of the tower of construction parts.
  • the upstanding construction is a windmill
  • the crane for picking up and placing the windmill generator and hub on top of the upstanding construction, followed by using the crane for picking up and placing the rotor blades on the hub.
  • the method of erecting the upstanding construction can be used onshore and offshore. It is preferred that with onshore erection the vehicle is a trailer, and that with offshore erection the vehicle is a floating vessel or a jack-up vessel. In case of a floating vessel it is preferred that the vessel deck is stabilized.
  • Completing the erection of the upstanding construction is preferably done by removing the crane and removing the support and guide facility from the longitudinal parts of the construction. Removal of the support and guide facility is particularly desirable with windmills to avoid inducements of turbulence when the wind is blowing past the upstanding construction. Such turbulence could adversely affect the rotor blades when in rotating operation.
  • the invention is also well equipped to execute maintenance on or to execute dismantling of the upstanding construction. Both activities involve replacing the support and guide facility along the longitudinal parts of the construction and mounting a crane on the support and guide facility. The crane can then be applied for providing maintenance to the upstanding construction or for part by part top-down removal of the respective longitudinal parts of the construction.
  • the invention is further embodied in a crane which is arranged for moving up and down a vertical support and guide facility, wherein the crane comprises a mast which is movable up and down the support and guide facility, and wherein the remainder of the crane which comprises the crane' s hoisting means is rotatably mounted on the mast.
  • the mast is provided with upper and lower mounting slides for cooperation with the vertical support and guide facility, and that the mast is telescopically extendable between the upper and lower mounting slides.
  • Figure 1 the longitudinal parts of the construc- tion are for clarity not shown.
  • Figure 1 shows however that the crane 1 is placed in a horizontal position on a vehicle 4, that is to say a trailer, and moved to an erection site 5 where for instance a windmill construction base 3 is located.
  • Figure 2 shows the subsequent up-ending of the crane 1 into a vertical position which is reached in Figure 3, and which enables that the crane 1 is mounted on the support and guide facility 2 of the construction base 3.
  • the crane 1 could also be mounted on this first or higher longitudinal part of the construction that would be on top of the construction base 3.
  • FIG 3 shows that the crane 1 is still in a folded condition.
  • the crane is unfolded by extending first the struts 6 of the crane ( Figure 4); and subsequently extending the jib 7 of the crane 1 ( Figure 5); extending the ib extension 7' ( Figure 6) ; and extending a telescopic piece 8' from the mast 8 that is mounted on the support and guide facility on the construction base 3 ( Figure 7).
  • the crane 1 is then ready for use.
  • the crane 1 as depicted in Figures 1 - 7 is a crane according to a first embodiment of the invention.
  • the invention however also embraces a crane 1 according to a second embodiment of the invention as will be explained hereinafter with reference to Figures 19 - 25.
  • the mast 8 is provided with upper and lower mounting slides 14, 15 (as is shown in Figures 19 - 25) for cooperation with the vertical support and guide facility 2 mounted on the construction to be erected, wherein the mast 8 is telescopi- cally extendable between the upper and lower mounting slides 14, 15.
  • Mounting this crane 1 according to the second embodiment on the vertical support and guide facility 2 is executed similarly as explained with reference to Figures 1 - 7 relating to the crane 1 according to the first embodiment of the invention.
  • Use of the crane 1 according to the second embodi ⁇ ment differs however slightly from the use of the crane 1 ac ⁇ cording to the first embodiment, which will now first be discussed.
  • Crane 1 Using the Crane 1 according to the first embodiment of the invention can be elucidated with reference to Figures 8 - 18 illustrating the case that the erection of the upstanding construction is done offshore. It is remarked that the following elucidation of erecting the construction offshore will likewise be applicable to erecting the upstanding construction onshore. The details of the method of the invention are the same in both situations. A specific elucidation with reference to an erection onshore can therefore be dispensed with.
  • Figures 8 and 9 depict two alternative situations in which the vehicle 4 to be used for transporting the longitudi ⁇ nal parts 9 of the construction and the crane 1 in a horizontal position to the erection site 5 is different, notably ei ⁇ ther a floating vessel 4' ( Figure 8) or a jack-up vessel 4'' ⁇ Figure 9 ⁇ .
  • Figure 8 shows a fully loaded floating vessel 4' after arrival at the construction site 5, and this Figure shows a moment during the initial up-ending of the crane 1 so as to enable its eventual mounting on the support and guide facility that is provided on the construction base 3 on which a wind- mill column will be completed.
  • Figure 9 shows a fully loaded jack-up vessel A'' at the construction site 5, and shows a moment during the initial up-ending of the crane 1 so as to enable its eventual mounting on the support and guide facility that is pro- vided on the construction base 3 on which a windmill column will be completed.
  • Figures 10 - 15 show the consecutive building up and erection of the tower of longitudinal construction parts 9, wherein after mounting the crane 1 on the construction base 3 (in a way similar to what is discussed hereinabove with reference to Figures 1 - 7 ⁇ a first construction part 9' is picked up by the crane 1 from the vessel 4'' and positioned on top of the construction base 3. This is shown in Figure 10.
  • Figure 11 it shows that the crane 1 is moved to a higher altitude than in Figure 10, until it reaches the top level 12 of the support and guide facility 2 of the then high ⁇ est first longitudinal part 9' of the construction. This shows Figure 12.
  • Figure 12 further shows that a next longitudinal construction part 9' ' is picked up by the crane 1 from the vessel 4' ' and positioned on top of the first longitudinal construction part 9' that was earlier placed on the construction base 3.
  • Figure 13 shows a subseguent placement of a next yet still intermediate longitudinal construction part 9' ' ' in the tower of construction parts 9, whereas Figure 14 shows the generalization of the placement of construction part X in the tower of construction parts 9.
  • Figure 15 shows the final and uppermost longitudinal construction part being placed on top of the pile or tower of construction parts 9.
  • Figure 16 and Figure 17 depict respectively the placement after picking up from the vehicle 4'' of the wind turbine generator 10 (Figure 16) , and the hub 11 for the rotor blades ⁇ Figure 17) .
  • Figure 18 shows the placement of the rotor blades 13, after their picking up from the vehicle 4'', in their fi ⁇ nal mounted position on the hub 11.
  • Figures 19 - 25 show the consecutive building up and erection of a tower of longitudinal construction parts 9', 9'' on a construction base 3.
  • FIG 19 shows that the mast 8 of the crane 1 is provided with an upper mounting slide 14 and a lower mounting slide 15 for cooperation with the vertical support and guide facility 2 on the construction base 3.
  • the mast 8 is telescopically extendable between the upper and lower mounting slides 14, 15.
  • FIG 21 shows a next step wherein the mast 8 is telescopically extended such that the extremities of the mast parts 8' and 8'' move away from each other.
  • the upper mounting slide 14 is connected to the upper mast part 8'', the upper mounting slide 14 moves along the support and guide facility 2 which is present on the first longitudinal construction part 9' which has just been placed on top of the construction base 3.
  • the lower mounting slide 15 temporarily maintains its position on the supporting guide facility 2 present on the construction base 3.
  • Figure 22 shows then that subsequently the mast parts 8', 8'' are retracted so that the distance between the mounting slides 14, 15 diminishes and the lower mounting slide 15 assumes a higher than initial position on the supporting guide facility 2 present on the construction base 3.
  • Figures 26-50 show views of the third embodiment and illustrate the use thereof. In the following, only the aspects in which this embodiment differs from the first and second em- bodiment will be described. It will be apparent that in all other aspects, the methods and concepts described above may be applied to this third embodiment.
  • the crane 1 comprises the vertical support and guide facility 2', and the construction parts are provided with attachment or fixation points which can cooperate with the vertical support and guide facility 2' to releasably attach the facility to the stacked segments of the upstanding construction.
  • the vertical support and guide facility 2' is provided at the same time as the crane 1. This allows to reduce the size and dimensions of the support and guide facility, as well as the time and effort needed to erect and install the crane. Additionally, the need to already provide the longitudinal parts 9 off-site with support and guide facilities is obviated as well.
  • the vertical support and guide facility 2 is movable up and down along the upstanding construction. This allows to use a vertical support and guide facility 2' which is shorter than the upstanding construction to be erected, and e.g. which has substantially the same length (in its longest position) as the mast 8 of the crane or is shorter. For example, this allows to use a vertical support and guide facility 2 ' which is not longer than two or three longitudinal parts of the construction.
  • Figure 26 shows a mast 8 which, contrary to the sec- ond embodiment, is not telescopically extendable.
  • the mast of the second embodiment may be used as well with the vertical support and guide facility 2 of the third embodiment.
  • the vertical support and guide facility 2 is releasably fixated to the upright construction and can move relative thereto, to move up or down the construction.
  • the mast 8 in turn is movable relative to the facility 2', and can thus move up or down relative to the construction as well, e.g. when the facility 2 is fixated, as explained below in more detail.
  • the vertical support and guide facility 2 comprises mounts 14', 15', 16 releasably attachable to the upstanding construction and attached to the mast 8 in such a manner the mast 8 is movable up and down along the upstanding construction when, at least some of, the mounts are attached to the up- standing construction.
  • the movement of the mast 8 is thereby guided by the mounts 14 ',15', 16.
  • the mast 8 provides a guide bar for the movement of some of the mounts relative to the construction parts 9.
  • Figure 26 shows that the mounts can comprise a lower mount 15', an upper mount 14' and an intermediate mount 16 between the lower mount and the upper mount.
  • the intermediate mount 16 is displaceable between the lower mount and the upper mount in opposite directions along the longitudinal direction of the mast.
  • the path over which the interme- diate mount can move ranges from the lower mount to the upper mount but it will be apparent that, depending on the specific implementation, a shorter path may be used as well.
  • one or more of the upper mount 14' and/or the lower mount 15' can be a displaceable mount.
  • This mount can be displaceable, relative to the mast, between the intermediate mount and an extremity of the mast, in opposite directions parallel to the longitudinal direction towards and away from the extremity.
  • the length of the facility 2, i.e. the distance between the most remote mounts 14', 15' can be varied to expand and retract in such a manner that the facility is moved up and/or down relative to the construction 9. For example, starting from a retracted state, the facility may expand at one end thereof in a first direction and subseguently retract at the other end, thus moving the other end in the first direction and thus the facility 2' be moved.
  • the mounts can be releasably attached to construction parts 9,9'.
  • construction parts 9,9' are provided with respec- tive fixation points for the mounts, and more specifically at their top end.
  • the fixation points are distributed circumfer- entially around the construction parts 9, 9' such that one mount can be attached at two circumferentially spaced apart positions at the same height. This provides for a stable re- leasable fixation which can resist horizontal forces in tangential direction of the construction part 9 to which the mount is attached.
  • the position of the lower mount 15' is fixated relative to the mast, at the lower ex- tremity of the mast 8, although another position may be used.
  • the weight of the crane is mainly or com ⁇ pletely carried by the lower mount 15' . This avoids the corre ⁇ sponding vertical force being transferred on unfinished parts of the structure to be build.
  • the upper and intermediate mounts 14', 16 transfer horizontal forces exerted on the mast to the upstanding construction and hold the mast in position horizontally, when attached to the construction of course.
  • the mounts 14', 16 in this example both have a passage, as more clearly seen in Fig- ures 31-36 through which the mast 8 slidably extends and which thus do not bear the weight of the mast but ensure that the mast 8 is held in position horizontally, i.e. in tangential and radial direction of the construction parts 9,9', when not moving and guide the movement of the mast.
  • FIG. 26 shows the crane 1 in an initial position. In this initial position, the mounts 14', 15'and 16 are attached to the second and third highest longitudinal construction parts 9. More specific, lower mount 15' is attached to an upper or top end of the third highest longitudinal construction part 9 whereas upper mount 14' and intermediate mount 16 are attached to a top end of the second highest longitudinal construction part 9.
  • Figure 26 shows that the attachment of the upper mount 14' is released and, as the arrow indicates, the upper mount 14 'is displaced along the mast to the top or upper end of the currently highest longitudinal construction part 9' .
  • Figure 27 shows that the upper mount 14' is then attached to the top end of the now highest longitudinal construction part 9' .
  • Figure 28 shows that thereafter the attachment of the lower mount 15' to the construction part is released.
  • the mast can then be moved upwards, guided by the upper mount 14' and intermediate mount 16 (which are both attached and thus fix- ated relative to the construction parts 9,9').
  • Figure 29 shows that after thus raising the mast, the lower mount 15' is attached again, but now to the top end of the second highest longitudinal construction part 9, and the facility 2' now extends over about one construction part.
  • the intermediate mount 16 is subsequently moved to the top end of the now highest longitudinal construction part 9' and attached thereto, which Figure 30 shows.
  • This strength ⁇ ens the attachment of the facility at the top.
  • Figure 30 shows that the next longitudinal construction part 9' ' is placed on top of the currently highest longitudinal construction part 9' and thus becomes the next highest longitudinal construction part.
  • Each of the mounts comprises a fixation system for releasably attaching to the upstanding construction simultaneously at different fixation points which in circumferential direction of the up- standing construction are spaced apart but at substantially the same height.
  • the upper mount 14' and lower mount 15' have similar fixation systems and the intermediate mount 16 has a fixation system which differs therefrom, for engaging at fixation points different from the upper mount and lower mount.
  • the intermediate mount 16 comprises a fixation system 160,161 which can engage at a top side and a bottom side of a protruding tab 90 of the upstanding construction located at a fixation point thereof.
  • the fixation system comprises an 160 arm which extends from the mast 8 towards the construction part 9 and which at a free end is provided with a coupling element 161 formed by an upwards pointing pin and a downwards pointing pin.
  • the upwards pointing pin extends through an eye of the protruding tab whereas in the opposite case, shown in Figure 34, the downwards pointing pin extends from the top side into the eye.
  • Figures 31 shows the upper mount 14' and intermediate mount in the initial position of the crane shown in Figure 26.
  • upwards pointing pin 161 projects from underneath into the eye of the protruding tab 90 and the fixation system of the upper mount 14' interlocks with a short beam 91 projecting from the part 9, by means of an upstanding, vertical lip of the beam 91 at the free end thereof at, which is admit- ted in a recess of the fixation system and interlocked there ⁇ with .
  • Figure 32 shows that upper mount 14' is raised and this the interlocking attachment released.
  • the fixation system thereof is retracted towards the mast 8, to allow, as Figure 33 shows displacing the upper mount 14' to the position shown in Figure 27.
  • the intermediate mount 16 is slightly lowered to remove the pin 161 out of the eye and arms 160 are retracted.
  • the intermediate mount 16 is raised, arms 160 are extended such that the downward pointing pin is positioned above the eye and subsequently the mount lowered to place the pin in the eye and hence attach the mount 16 to the construction part.
  • Figure 34 shows the intermediate mount 16 thus re-attached to the construction part 9.
  • FIG 35 shows that after lower mount 15' is released, the mast 8 is raised and hence lower mount 15' moved into position in front of the fixation points previously used by the upper mount 14'.
  • the fixation system 151 of the lower mount 15' is placed above the beam and lip, such that the lip can be admitted into a corresponding opening of the fixation system.
  • Figure 36 shows that arms 160 of the in- termediate mount are retracted to pull the mast towards the construction part and thereby place the lip in front of the opening, and that the mast is slightly lowered to create the locking attachment.
  • FIGS 37-50 show the use of a platform 17 for up- ending a crane 1 according to the third embodiment.
  • the shown platform 17 comprises a support for transporting, in a non-upright position (e.g. horizontally ⁇ , a bottom segment 80 of the mast 8 of the crane 1.
  • the bottom segment 80 is provided with at least two of the mounts 1 ',15', 16, in this example with all of them to allow a secure, releasable attachment to the base of the upright construction.
  • the platform is further provided with a powered tilting system 18, such as a hydraulic or pneumatic cylinder and associated power supply, for tilting the bottom segment 80 relative to the support 17, and in this example also vice versa.
  • a powered tilting system 18 such as a hydraulic or pneumatic cylinder and associated power supply
  • the platform is shown only schematically and that e.g. the platform may be provided on a ( semi ) trailer or other transport means not shown in the figures and be held in position relative to the ground by e.g. not shown support legs.
  • Figures 37-50 illustrate a method of up-ending the crane using the platform.
  • the powered tilting system puts the bottom segment (provided in a non-upright position on the support) in an upright position. This is shown in Figure 37, where the bottom segment 80 is tilted, as indi- cated with the arrow, to come to stand upright on a base 170.
  • the bottom segment 80 may then be fixated relative to the upstanding construction by attaching the at least two mounts to the upstanding construction, as Figure 38 shows.
  • the powered tilting system can then tilt the support relative to the bottom segment 80 to put the support in an upright position.
  • the hydraulic or pneumatic cylinder that expanded to push the bottom segment 80 upright may be retracted to pull the support towards the upright bottom segment .
  • Figure 39 shows the support 17 up-ended. As shown, the support is fixated relative to the bottom segment 80 by a releasable fixation 171. In this example the attachment of the cylinder is displaced as well to be further away from the pivot axis between support 17 and bottom segment 80 and hence keep the support 17 fixated.
  • a support base 170' is provided on which bottom end of the support 17 rests
  • Figures 40-42 shows putting one or more further segments 81,82, including a top segment 81, from a non-upright position in an upright position.
  • the top segment 81 is pivotably attached to the support and pivoted to an upright position.
  • the ib 7' of the crane on the top segment 81 is used to push the top segment upright, as shown in Figure 41.
  • Figure 42 shows the crane and sup- port after releasably fixating the top segment at a position 811 remote from the pivot point.
  • Figures 43-48 show guiding the further segment 81,82 along the upright support 17 to move them upwards. A lower extremity of the further segments 81,82 is moved beyond the top of the bottom segment 80, and the further segment 81,82 is placed on top of the bottom segment 80.
  • this comprises, in addition to putting the top segment 81 from a non-upright position in an upright position, stacking the top segment 81 and one or more intermediate segments 82 of the crane.
  • Figure 43 shows that the top segment 81 is guided along the upright support to move upwards to a distance sufficient to place one or more intermediate segment in an upright position thereunder. It will be apparent that if there are in- termediate segments already stacked thereunder, the entire stack is moved upwards to create sufficient space underneath the stack.
  • Figure 44 shows that one or more intermediate segments 82 are provided in the space created by moving the stack upwards.
  • the intermediate segment (s) may be up-ended in a manner similar as the top segment 81.
  • the process of moving the stack upwards and placing an intermediate segment can be repeated until all intermediate segments of the mast 8 are stacked.
  • Figure 45 shows the stack resting on a support base
  • Figure 47 shows that the stack is placed on top of the bottom segment 80.
  • the stack is attached to the support which is rotated 180 degrees around its longitudinal axis, thus placing the stack at the other side of the support 17, which is the same side as the bottom segment 80.
  • Figure 48 shows that the stack is lowered and thereby placed on the bottom segment 80 and hence the crane 1 is completed.
  • Figures 49-50 show removing the support 17 from the crane 1.
  • the powered tilting system can tilt the support relative to the bottom segment to put the support in an non-upright position.
  • Figure 50 shows that the support is detached and moved away from the crane. It will be apparent that the platform with the support 17 may then be used to install another crane. It will be apparent that, for example thereafter, the crane 1 may be unfolded, e.g. in the manner described with reference to FIGs.3-7 above.
  • the upper part 1' of the crane 1 comprising the crane' s hoisting means is at all times freely rotatable with reference to the mast 8, which is par ⁇ ticularly beneficial for the crane' s ability to handle all loads that are required for building and erecting the construction .

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Sustainable Energy (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Sustainable Development (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Transportation (AREA)
  • Wind Motors (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention concerne un procédé pour ériger à terre ou en mer une construction verticale comprenant des parties de construction longitudinales (9), en particulier des parties d'une éolienne, comprenant les étapes consistant : • - à fournir les parties longitudinales (9) de la construction ; • - à transporter les parties longitudinales (9) de la construction sur un véhicule (4, 4', 4") jusqu'à un site d'érection (5) ; • - à fournir une grue (1) pour hisser les parties longitudinales (9) de la construction ; • - à utiliser la grue (1) pour placer les parties longitudinales respectives (9) de la construction les unes sur les autres sur une base de construction (3) au niveau du site d'érection (5) ; • - à fournir à la base de construction (3) et/ou aux parties longitudinales (9) de la construction une installation de support et de guidage (2) pour la grue (1) ; • - à agencer la grue (1) de façon à ce qu'elle puisse être montée sur l'installation de support et de guidage (2) ; et • - à monter la grue (1) sur l'installation de support et de guidage (2) de la base de construction (3) et/ou des parties longitudinales (9) de la construction qui sont placées sur la base de construction (3), de manière à agencer la grue (1) de façon à ce qu'elle soit mobile vers le haut et vers le bas le long de l'installation de support et de guidage (2) de la construction. L'invention concerne également une grue (1) agencée pour pouvoir se déplacer vers le haut et vers le bas d'une installation de support et de guidage droite (2), comprenant un mât (8) qui est mobile vers le haut et vers le bas de l'installation de support et de guidage (2), le reste de la grue qui comprend les moyens de hissage de la grue étant monté rotatif sur le mât (8).
PCT/NL2018/050026 2017-01-16 2018-01-15 Procédé d'érection à terre ou en mer d'une construction verticale WO2018132010A1 (fr)

Priority Applications (11)

Application Number Priority Date Filing Date Title
CA3049516A CA3049516A1 (fr) 2017-01-16 2018-01-15 Procede d'erection a terre ou en mer d'une construction verticale
PL18702569T PL3568372T3 (pl) 2017-01-16 2018-01-15 Sposób wznoszenia pionowej konstrukcji na lądzie lub na morzu
DK18702569.7T DK3568372T3 (da) 2017-01-16 2018-01-15 Fremgangsmåde til onshore eller offshore opstilling af en opretstående konstruktion
EP18702569.7A EP3568372B2 (fr) 2017-01-16 2018-01-15 Procédé d'erection à terre ou en pleine mer d'une construction dressée debout
BR112019014594-0A BR112019014594B1 (pt) 2017-01-16 2018-01-15 Método para a montagem de uma construção aprumada onshore e offshore
AU2018207019A AU2018207019B2 (en) 2017-01-16 2018-01-15 Method for onshore or offshore erecting an upstanding construction
ES18702569T ES2901487T3 (es) 2017-01-16 2018-01-15 Procedimiento de erección en tierra o en alta mar de una construcción vertical
MX2019008415A MX2019008415A (es) 2017-01-16 2018-01-15 Metodo para levantar costa adentro o costa afuera una construccion vertical.
US16/511,974 US11231015B2 (en) 2017-01-16 2019-07-15 Method for onshore or offshore erecting an upstanding construction
US17/574,123 US11939951B2 (en) 2017-01-16 2022-01-12 Apparatus for onshore or offshore erecting an upstanding construction
AU2023203461A AU2023203461B2 (en) 2017-01-16 2023-06-02 Method for onshore or offshore erecting an upstanding construction

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
NL2018176 2017-01-16
NL2018176A NL2018176B1 (en) 2017-01-16 2017-01-16 Method for onshore or offshore erecting an upstanding construction
NL2019075 2017-06-15
NL2019075A NL2019075B1 (en) 2017-01-16 2017-06-15 Method for onshore or offshore erecting an upstanding con-struction
NL2019462 2017-08-29
NL2019462A NL2019462B1 (en) 2017-01-16 2017-08-29 Method for onshore or offshore erecting an upstanding construction

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US16/511,974 Continuation US11231015B2 (en) 2017-01-16 2019-07-15 Method for onshore or offshore erecting an upstanding construction

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WO2018132010A1 true WO2018132010A1 (fr) 2018-07-19
WO2018132010A8 WO2018132010A8 (fr) 2019-01-03

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020043257A1 (fr) * 2018-08-31 2020-03-05 Maersk Supply Service A/S Système de grue pouvant être monté sur une section d'un générateur éolien offshore et procédé associé
NL2021913B1 (en) 2018-11-01 2020-05-14 Mammoet Holding B V Method for onshore or offshore erecting an upstanding construction
EP3647512A4 (fr) * 2017-06-30 2021-03-31 HWS Concrete Towers, S.L. Dispositif à assemblage automatique pour surfaces de béton verticales et quasi-verticales
EP3828121A1 (fr) 2019-11-26 2021-06-02 General Electric Renovables España S.L. Grue et procédé de montage d'une tour
US11231015B2 (en) 2017-01-16 2022-01-25 Mammoet Holding B.V. Method for onshore or offshore erecting an upstanding construction
EP4095086A1 (fr) 2021-05-26 2022-11-30 General Electric Renovables España S.L. Ensembles grue et procédés pour ériger des tours et des éoliennes
WO2024179979A1 (fr) * 2023-03-02 2024-09-06 Liebherr-Werk Biberach Gmbh Grue à tour et procédé pour escalader un ouvrage au moyen d'une grue à tour

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EP1350953A2 (fr) * 2002-03-26 2003-10-08 Manuel Torres Martinez Grue pour l'assemblage de Turbines éoliennes et procédure d'assemblage
FR2903739A1 (fr) * 2006-07-12 2008-01-18 Eole Overseas Company Ltd "dispositif et procede de demontage rapide d'un rotor et d'une nacelle du mat d'une eolienne,ainsi qu'une eolienne pourvue d'un tel dispositif"
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WO2013012761A2 (fr) * 2011-07-15 2013-01-24 Bosco Eli Grue à stabilité améliorée et procédés d'utilisation
WO2014082176A1 (fr) * 2012-11-27 2014-06-05 Marmen Inc. Système de levage pour tours de turbine éolienne et procédé d'érection d'une tour de turbine éolienne
WO2014163490A1 (fr) * 2013-04-02 2014-10-09 Valley Power B.V. Grue dotée d'un raccord permettant d'ériger une structure
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DE19647515A1 (de) * 1996-11-16 1998-05-20 Otto Gerd Albrecht Windkonvertermontageeinrichtung
JPH1182285A (ja) * 1997-09-16 1999-03-26 Nkk Corp 風力発電装置の建設方法、クライミングクレーン装置お よびそれを用いたメンテナンス方法
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FR2903739A1 (fr) * 2006-07-12 2008-01-18 Eole Overseas Company Ltd "dispositif et procede de demontage rapide d'un rotor et d'une nacelle du mat d'une eolienne,ainsi qu'une eolienne pourvue d'un tel dispositif"
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EP2908000A2 (fr) * 2011-06-20 2015-08-19 Garcia de la Peña Razquin, Julio Procédé et dispositif élévateur pour le montage et le démontage de composants d'une éolienne
WO2013012761A2 (fr) * 2011-07-15 2013-01-24 Bosco Eli Grue à stabilité améliorée et procédés d'utilisation
WO2014082176A1 (fr) * 2012-11-27 2014-06-05 Marmen Inc. Système de levage pour tours de turbine éolienne et procédé d'érection d'une tour de turbine éolienne
WO2014163490A1 (fr) * 2013-04-02 2014-10-09 Valley Power B.V. Grue dotée d'un raccord permettant d'ériger une structure

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Publication number Priority date Publication date Assignee Title
US11231015B2 (en) 2017-01-16 2022-01-25 Mammoet Holding B.V. Method for onshore or offshore erecting an upstanding construction
US11939951B2 (en) 2017-01-16 2024-03-26 Mammoet Holding B.V. Apparatus for onshore or offshore erecting an upstanding construction
EP3647512A4 (fr) * 2017-06-30 2021-03-31 HWS Concrete Towers, S.L. Dispositif à assemblage automatique pour surfaces de béton verticales et quasi-verticales
WO2020043257A1 (fr) * 2018-08-31 2020-03-05 Maersk Supply Service A/S Système de grue pouvant être monté sur une section d'un générateur éolien offshore et procédé associé
NL2021913B1 (en) 2018-11-01 2020-05-14 Mammoet Holding B V Method for onshore or offshore erecting an upstanding construction
EP3828121A1 (fr) 2019-11-26 2021-06-02 General Electric Renovables España S.L. Grue et procédé de montage d'une tour
US11795038B2 (en) 2019-11-26 2023-10-24 General Electric Renovables Espana, S.L. Cranes and methods for erecting a tower
EP4095086A1 (fr) 2021-05-26 2022-11-30 General Electric Renovables España S.L. Ensembles grue et procédés pour ériger des tours et des éoliennes
WO2022248536A1 (fr) 2021-05-26 2022-12-01 General Electric Renovables España, S.L. Ensembles grue et procédés pour ériger des tours et des éoliennes
WO2024179979A1 (fr) * 2023-03-02 2024-09-06 Liebherr-Werk Biberach Gmbh Grue à tour et procédé pour escalader un ouvrage au moyen d'une grue à tour

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