초록 ▼

Structure and procedure for erecting concrete towers used in wind turbines in which said towers consist of sections, which in turn may each comprise a different number of segments or longitudinal sections. The procedure includes two differentiated cycles, which may take place alongside each other: t

Structure and procedure for erecting concrete towers used in wind turbines in which said towers consist of sections, which in turn may each comprise a different number of segments or longitudinal sections. The procedure includes two differentiated cycles, which may take place alongside each other: the pre-assembly of each section of tower and their assembly. The sections may be pre-mounted on bases placed on the ground, with the segment in turn fitted with the help of struts and mechanical clamps. This procedure is extremely versatile in that it makes the best logistic use of the material, resources and requisite assembly times since the assembly procedures for each section can be developed alongside each other in the different wind farm towers, and also greater heights can be achieved than is traditionally possible.

대표청구항 ▼

What is claimed is: 1. A method for erecting a concrete tower for a wind turbine wherein said tower comprises a concrete base section and at least one concrete upper section, at least some of said sections further comprising longitudinal segments, said method comprising: erecting a first plurality

What is claimed is: 1. A method for erecting a concrete tower for a wind turbine wherein said tower comprises a concrete base section and at least one concrete upper section, at least some of said sections further comprising longitudinal segments, said method comprising: erecting a first plurality of longitudinal segments to form the base section; after erecting the first plurality of longitudinal segments, filling a first plurality of vertical joints between the first plurality of longitudinal segments with mortar; connecting the base section to a base footing of the tower; erecting, on a mounting base, a second plurality of longitudinal segments to form an upper section; after erecting the second plurality of longitudinal segments, filling a second plurality of vertical joints between the second plurality of longitudinal segments with mortar; placing the erected upper section on top of the base section; and after placing the erected upper section, connecting said base section to said upper section. 2. The method of claim 1, wherein: erecting at least one of the first plurality of longitudinal segments and the second plurality of longitudinal segments further comprises providing a temporary support for at least one of the segments. 3. The method of claim 1, further comprising: placing a second upper section on top of the upper section; and connecting the second upper section to the upper section. 4. The method of claim 1, wherein: connecting the base section to the upper section includes filling a horizontal joint between the base section and the upper section with mortar. 5. The method of claim 1, wherein: connecting the base section to the upper section includes inserting protruding bars extending from the base section into corresponding openings disposed in the upper section. 6. The method of claim 1, wherein: connecting the base section to the upper section includes inserting protruding bars extending from the upper section into corresponding openings disposed in the base section. 7. The method of claim 1, wherein erecting the first plurality of longitudinal segments to form the base section includes: erecting a first segment and adjusting its position with a strut; erecting a diametrically opposed second segment and adjusting its position with a strut; erecting a third segment connecting the first and second segments without using a strut; and erecting a fourth closing segment without using a strut. 8. The method of claim 1 wherein erecting the second plurality of longitudinal segments to form the upper section includes: erecting a first segment and adjusting its position with a strut; erecting a second segment and adjusting its position with a strut; and erecting a third closing segment without using a strut. 9. The method of claim 1, wherein: erecting the first plurality of longitudinal segments further comprises verifying a correct position of each segment in the first plurality of segments with a laser beam. 10. The method of claim 1, wherein: the step of erecting the second plurality of longitudinal segments further comprises verifying a correct position of each segment in the second plurality of segments with a laser beam. 11. The method of claim 1, further comprising: pre-assembling a top section prior to its delivery to a wind farm. 12. The method of claim 11, wherein: the top section comprises two segments. 13. The method of claim 1, further comprising: temporarily securing each segment in the first plurality of segments to an adjacent segment with a clamp; and removing the clamps once the mortar filling the first plurality of vertical joints becomes resistant enough to hold the segments in place. 14. The method of claim 1, further comprising: temporarily securing each segment in the second plurality of segments to an adjacent segment with a clamp; and removing the clamps once the mortar filling the second plurality of vertical joints becomes resistant enough to hold the segments in place. 15. The method of claim 13, wherein the clamps are located at different heights. 16. The method of claim 14, wherein the clamps are located at different heights. 17. The method of claim 1, wherein: placing the upper section on top of the base section is performed with a crane. 18. The method of claim 1, wherein: placing the upper section on top of the base section further comprises placing leveling plates on a crown of the base section. 19. The method of claim 1, wherein: placing the upper section on top of the base section further comprises verifying a correct position of the upper section with a laser. 20. The method of claim 1, wherein a plurality of towers are erected essentially simultaneously.