The present invention concerns a method of erecting a wind turbine tower.
In the case of prestressed concrete towers of a wind turbine a multiplicity of tower segments are typically placed one upon the other. Those tower segments typically represent precast concrete parts. In that case a plurality of tensioning wires are combined together to form a bundle and anchored in the region of the foundation of the tower. The other end of the tensioning wires is then fixed in the upper region of one of the tower segments. In that arrangement the tensioning wires are typically guided within the tower wall. That is shown for example in U.S. Pat. No. 7,752,825. Anchoring of the tensioning wires in the lower region of the tower of the wind turbine can be effected for example by means of a hydraulic ram apparatus and the tensioning wires can be fixed by means of a tensioning anchor.
DE 10 2013 221 432 A1 shows a transition between a foundation and a tower of a wind turbine, wherein tensioning wires can be provided within a tower wall or outside a tower wall but within the tower. The lower end of the tensioning wires can be braced by means of a tensioning anchor to a part of the foundation.
Fixing the upper end of the tensioning wires to the tower of the wind turbine however is laborious and complicated.
On the German patent application from which priority is claimed the German Patent and Trade Mark Office searched the following documents: DE 10 2013 221 432 A1, DE 10 2013 225 124 A1, U.S. Pat. No. 7,752,825 B2 and EP 1 262 614 A2.
Provided is a method of erecting a tower of a wind turbine, which permits easier assembly of the tensioning wires.
Provided is a method of erecting a wind turbine tower having a plurality of tower segments which are braced by means of tensioning members. A plurality of tensioning members is provided and a fixing unit is fixed at an end of the tensioning members. Fixing of the fixing unit is effected by placing a multi-part wedge unit at a free end of the tensioning members which comprise a plurality of tensioning wires. A sleeve is fitted over the wedge unit and a pulling tab is fixed on or at the sleeve. The pulling tab has an opening. A cable is fixed at or in the hole in the pulling tab. The cable with the fixing unit and thus the tensioning members is pulled upwardly. The fixing unit is fixed at a segment of the tower, that is to be fixed. The sleeve is removed before the tensioning member is tensioned.
According to an aspect of the present invention the pulling tab is removed from the sleeves before the fixing unit is fixed to the segment to be fixed.
Provided is a wind turbine tower having an external tensioning means. Accordingly the tensioning elements do not extend within the tower wall but outside the tower wall while being in the interior of the tower. After at least two tower segments have been placed one upon the other and on the foundation tensioning of the two tower segments can be implemented. For that purpose an upper end of the tensioning member is pulled upwardly and can be suitably fixed. Provided is a pulling tab which is fixed at an end of the tensioning members and by means of which the tensioning members can be pulled upwardly. In that case a plurality of tensioning members or tensioning wires are combined together. There is therefore provided a tension-resistant attachment point for the tensioning member. For that purpose a multi-part anchor body or a multi-part wedge can be provided around a plurality of tensioning wires (which together are to form the tensioning member). A sleeve can then be pushed over the multi-part wedge. The sleeve can have a thread, by means of which a counterpart thread can be screwed. A tongue can be provided in the sleeve, which presses under the wedges upon being screwed fast. It is possible in that way to prevent inadvertent release of the wedges. A pulling tab can then be suitably fixed. The pulling tab is then used to pull a first end of the tensioning member upwardly and suitably fix it.
Further configurations of the invention are subject-matter of the appendant claims.
The segments 210 of the tower 200 preferably represent precast concrete components. As an alternative thereto the tower segments 210 can also represent steel segments.
The tower is a wind turbine tower which is braced by means of tensioning members.
The fixing unit 500 can be seen in particular from
When the multi-part wedge in the form of a multi-part tongue 510 is pushed over the free end of the tensioning wires and when the sleeve 520 is placed thereover then the wedges 510 are wedged so that the tensioning wires 401 cannot drop out.
The inside of the wedges has a plurality of transverse grooves 511c along the longitudinal direction of the wedges. Those transverse grooves are of a pointed configuration and are intended to serve to provide an improved hold for the tensioning wires in the wedges.
Thus there can be provided a removable fixing for the pulling tab 530 on the sleeve 520. That is advantageous because this means that the pulling tab 530 can be used again when the tensioning member 400 has been fitted and the tower with the tower segments 210 has been bracingly tensioned.
Number | Date | Country | Kind |
---|---|---|---|
10 2018 108 945.7 | Apr 2018 | DE | national |
Filing Document | Filing Date | Country | Kind |
---|---|---|---|
PCT/EP2019/058788 | 4/8/2019 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
---|---|---|---|
WO2019/201641 | 10/24/2019 | WO | A |
Number | Name | Date | Kind |
---|---|---|---|
7752825 | Wobben | Jul 2010 | B2 |
9677275 | Stracke | Jun 2017 | B2 |
20050050817 | Shin | Mar 2005 | A1 |
20170183872 | Cordero et al. | Jun 2017 | A1 |
Number | Date | Country |
---|---|---|
102013225124 | Jun 2014 | DE |
102013221432 | Apr 2015 | DE |
1262614 | Dec 2002 | EP |
2339094 | Jun 2011 | EP |
2017039975 | Mar 2017 | WO |
Number | Date | Country | |
---|---|---|---|
20210108615 A1 | Apr 2021 | US |