Steel tower for a wind turbine and a method for producing the tower

Abstract

A steel tower for a wind turbine, including a plurality of cylindrical and/or conical tower sections arranged one above another in a tower lengthwise direction which are joined together via horizontally running annular flanges, at least one tower section having at least two section pieces, which are welded together along their adjacent, horizontal and annular end faces and are welded to a horizontal annular flange along each of the free uppermost and lowermost end face, and the at least one tower section being divided into a plurality of section segments which are joined together by longitudinal profiles and connecting means to form a circumferential tower section. At least one of the annular flanges has at least two separation sections in which the annular flange is divided into annular flange segments. The at least one annular flange forms a monolithic annular flange prior to a severing of the section segments.

Claims

1. A steel tower for a wind turbine, the steel tower defining a longitudinal tower direction, the steel tower comprising: a plurality of annular flanges configured to run horizontally; a plurality of tower sections arranged one above another and joined together via said annular flanges; each of said tower sections being either conical or cylindrical; at least one of said tower sections including at least two section pieces; said at least two section pieces being welded together along their adjacent, horizontal and annular end faces and being welded in each case to one of said horizontal annular flanges along a free uppermost and a lowermost end face; said at least one tower section being divided into a plurality of section segments which are joined together by longitudinal profiles and connectors so as to form an encircling tower section; at least one of said annular flanges having at least two separation areas in which said annular flange is divided into annular flange segments; said at least one of said annular flanges being configured to form a monolithic annular flange prior to a severing of the section segments; at least one of said annular flanges is configured as a T-annular flange which includes an annular web and annular flange portions which protrude from both sides of said annular web; said annular flange portions protrude on both sides of said annular web and have a plurality of through holes arranged in concentric circles of holes; said annular flange portions, in an undivided state, are each reduced in at least two positions in their cross section by a first slot and a second slot so as to form said separation areas; said annular flange portions each define an outer circumference and an inner circumference; and, said first slot extends radially inwardly from an outer circumference of said annular flange portion corresponding thereto and said second slot extends radially outwardly from an inner circumference of said annular flange portion corresponding thereto so as to cause only a segment connection as an extension of said annular web to remain.

2. The steel tower of claim 1, wherein: each of said section segments of one of said tower sections having an upper end face and a lower end face; and, each of said section segments of one of said tower sections having at least one of said annular flange segments at each upper end face and lower end face corresponding thereto.

3. The steel tower of claim 1, wherein: the steel tower defines a tower wall; said longitudinal profiles each have two legs running parallel to each other; and, each of said longitudinal profiles is connected to a web.

4. The steel tower of claim 1, wherein: the steel tower defines a tower wall; said longitudinal profiles each have two legs running parallel to each other; each of said longitudinal profiles is connected to a web; and, at least one of said legs and said web are welded onto an inner wall of said tower section.

5. A steel tower for a wind turbine, the steel tower defining a longitudinal tower direction, the steel tower comprising: a plurality of annular flanges configured to run horizontally; a plurality of tower sections arranged one above another and joined together via said annular flanges; each of said tower sections being either conical or cylindrical; at least one of said tower sections including at least two section pieces; said at least two section pieces being welded together along their adjacent, horizontal and annular end faces and being welded in each case to one of said horizontal annular flanges along a free uppermost and a lowermost end face; said at least one tower section being divided into a plurality of section segments which are joined together by longitudinal profiles and connectors so as to form an encircling tower section; at least one of said annular flanges having at least two separation areas in which said annular flange is divided into annular flange segments; said at least one of said annular flanges being configured to form a monolithic annular flange prior to a severing of the section segments; at least one of said annular flanges is configured as an L-annular flange which includes an annular horizontal flange portion which defines a multiplicity of through holes disposed on a circle of holes and includes an annular vertical flange portion, wherein, in the non-divided state, in at least two positions a cross section of said horizontal flange portion is reduced in each case by a slot so as to form said separation areas; said annular flange portion defines an inner circumference; and, said slot extends radially outwardly from said inner circumference of said annular horizontal flange portion corresponding thereto so as to cause only a segment connection as an extension of said annular vertical flange portion to remain.

6. The steel tower of claim 5, wherein: each of said section segments of one of said tower sections has an upper end face and a lower end face; and, each of said section segments of one of said tower sections has at least one of said annular flange segments at each upper end face and lower end face corresponding thereto.

7. The steel tower of claim 5, wherein: the steel tower defines a tower wall; said longitudinal profiles each have two legs running parallel to each other; and, each of said longitudinal profiles is connected to a web.

8. The steel tower of claim 5, wherein: the steel tower defines a tower wall; said longitudinal profiles each have two legs running parallel to each other; each of said longitudinal profiles is connected to a web; and, at least one of said legs and said web are welded onto an inner wall of said tower section.

9. A method for making a steel tower for a wind turbine, the method comprising the steps of: making a section segment for a tower section, wherein first of all a steel sheet is bent annularly and is welded along a longitudinal edge to form a closed section segment; welding a plurality of section segments along their end faces running in the circumferential direction to form a tubular body; aligning a circumferential annular flange on at least one of a section segment, which is not yet welded to the tubular body, and one of the end faces of the tubular body; welding on the aligned annular flange so as to form the tower section, wherein the annular flange has, at predetermined positions, a separation area in each case with a reduced cross section, and the separation areas each coincide with a planned separation line, wherein said annular flange is configured as a T-annular flange including an annular web and annular flange portions which protrude from both sides of the annular web, the annular flange portions protrude on both sides of the annular web and have a plurality of through holes arranged in concentric circles of holes, the annular flange portionsin an undivided stateare each reduced in at least two positions in their cross section by a first slot and a second slot so as to form the separation areas, the annular flange portions each define an outer circumference and an inner circumference, the first slot extends radially inwardly from the outer circumference of the annular horizontal flange portion corresponding thereto and the second slot extends from the inner circumference of the annular flange portion corresponding thereto so as to cause only a segment connection as an extension of said annular web to remain; and, severing the tower section including the annular flange along the separation line into section segments and subsequently connecting the severed section segments to form the tower section of the steel tower.

10. The method of claim 9 further comprising the step of: welding a respective longitudinal profile on at least one of the tubular body and the section segment along each of the planned separation lines onto the inside of the tube wall, wherein weld seams are provided on both sides of each longitudinal profile, and the planned separation line runs between the weld seams.

11. A method for making a steel tower for a wind turbine, the method comprising the steps of: making a section segment for a tower section, wherein first of all a steel sheet is bent annularly and is welded along a longitudinal edge to form a closed section segment; welding a plurality of section segments along their end faces running in the circumferential direction to form a tubular body; aligning a circumferential annular flange on at least one of a section segment, which is not yet welded to the tubular body, and one of the end faces of the tubular body; welding on the aligned annular flange so as to form the tower section, wherein the annular flange has, at predetermined positions, a separation area in each case with a reduced cross section, and the separation areas each coincide with a planned separation line; welding a respective longitudinal profile on at least one of the tubular body and the section segment along each of the planned separation lines onto the inside of the tube wall, wherein weld seams are provided on both sides of each longitudinal profile, and the planned separation line runs between the weld seams; and, severing the tower section including the annular flange along the separation line into section segments and subsequently connecting the severed section segments to form the tower section of the steel tower; wherein the tubular body is placed above at least one movable cutting device and set down on a supporting device such that a first planned separation line is positioned in a six o'clock position via a hoist or an industrial truck.

12. The method as claimed in claim 11 further comprising the step of connecting each annular flange of the tower section at the end face to a receiving wheel in order to be rotated on the supporting device into the desired position.

13. The method of claim 11, wherein the supporting device has beams running in parallel and spaced apart, with at least one of the tubular body and the tower section being positioned on the supporting device in such a manner that the first separation line runs between the beams in the six o'clock position.

14. The method of claim 11, wherein at least one movable cutting device with a cutting tool is moved into a starting position near a first annular flange and then the cutting tool is brought into engagement via a vertically movable tool holder with the first annular flange at the first predetermined position.

15. The method of claim 14, wherein the first annular flange is severed via the cutting tool at a first predetermined position with reduced cross section and thereafter the tubular wall is severed along the first separation line.

16. The method of claim 15 further comprising the step of rotating the tower section by a predetermined angular amount about its longitudinal axis such that a planned second separation line is positioned in the six o'clock position.

17. The method of claim 16 further comprising the step of severing the first angular flange at a second separation area and the tube wall along the second separation line.

18. A method for making a steel tower for a wind turbine, the method comprising the steps of: making a section segment for a tower section, wherein first of all a steel sheet is bent annularly and is welded along a longitudinal edge to form a closed section segment; welding a plurality of section segments along their end faces running in the circumferential direction to form a tubular body; aligning a circumferential annular flange on at least one of a section segment, which is not yet welded to the tubular body, and one of the end faces of the tubular body; welding on the aligned annular flange so as to form the tower section, wherein the annular flange has, at predetermined positions, a separation area in each case with a reduced cross section, and the separation areas each coincide with a planned separation line, wherein the annular flange is configured as an L-annular flange which includes an annular horizontal flange portion defining a multiplicity of through holes disposed on a circle of holes and further includes an annular vertical flange portion, whereinin the non-divided statein at least two positions a cross section of the horizontal flange portion is reduced in each case by a slot so as to form a separation area, the horizontal annular flange portion defines an inner circumference, and, the slot extends radially outwardly from the inner circumference of the annular horizontal flange portion corresponding thereto so as to cause only a segment connection as an extension of the annular vertical flange portion to remain; and, severing the tower section including the annular flange along the separation line into section segments and subsequently connecting the severed section segments to form the tower section of the steel tower.

19. The method of claim 18 further comprising the step of: prior to said severing the tower section, welding a respective longitudinal profile on at least one of the tubular body and the section segment along each of the planned separation lines onto the inside of the tube wall, wherein weld seams are provided on both sides of each longitudinal profile, and the planned separation line runs between the weld seams.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) The invention will now be described with reference to the drawings wherein:

(2) FIG. 1 shows an overall perspective view of a wind turbine;

(3) FIG. 2 shows a perspective view of a tower section;

(4) FIG. 3A shows a cross section view of a vertical longitudinal profile of a first embodiment in a first production phase;

(5) FIG. 3B shows a cross section view of the vertical longitudinal profile in FIG. 3A in a second production phase;

(6) FIG. 3C shows a cross section view of the vertical longitudinal profile in FIG. 3A in a third production phase;

(7) FIG. 4A shows a cross section view of a vertical longitudinal profile of a second embodiment in a first production phase;

(8) FIG. 4B shows a cross section view of a vertical longitudinal profile in FIG. 4A in a second production phase;

(9) FIG. 4C shows a cross section view of a vertical longitudinal profile in FIG. 4A in a third production phase;

(10) FIG. 5 shows a cross section view of a vertical longitudinal profile in a third embodiment;

(11) FIG. 6 shows a top view of a T-annular flange;

(12) FIG. 7 shows a magnified cutout of the T-annular flange of FIG. 6;

(13) FIG. 8 shows a cross section view of the T-annular flange of FIG. 6;

(14) FIG. 9 shows a magnified cutout of an L-annular flange;

(15) FIG. 10 shows a cross section view of the L-annular flange of FIG. 9;

(16) FIG. 11 shows a magnified cutout of an L-annular flange and an adapter plate;

(17) FIG. 12 shows a cross section view of the L-annular flange and the adapter plate of FIG. 11;

(18) FIG. 13 shows an overall perspective view of a tower section in a machining station;

(19) FIG. 14 shows a perspective view of a cutting device; and,

(20) FIGS. 15A to 15C show a cross section view of a vertical longitudinal profile in an embodiment with no web in three different production phases.

DESCRIPTION OF THE PREFERRED EMBODIMENTS OF THE INVENTION

(21) FIG. 1 shows a wind turbine 1 with a tower, which is constructed as a tubular steel tower 2 from a number of equal and different tower sections 7, 8, 9, wherein the lowermost tower section 7 is shown in detail in FIG. 2. The tubular steel tower 2 carries a nacelle 4 which is mounted so as to be able to rotate about a vertical longitudinal axis of the tower. In the nacelle 4 is mounted a drive train (not shown) with a main shaft, a gearing, and a generator. The main shaft stands in operative connection with a rotor hub 5, on which three rotor blades 6 are mounted so as to be able to rotate about their longitudinal axis. The tubular steel tower 2 besides the lowermost tower section 7 includes further tower sections 8, 9, where the lower tower sections 7, 8, that is, those with larger diameter, include detachably joined section segments 18, while the upper tower sections 9, that is, those with smaller diameter, are configured as monolithic sections in the circumferential direction.

(22) FIG. 2 shows the lower tower section 7 with the tower entrance door opening 10. The prefabricated tower section 7 includes a number of section pieces 28, also known as rounds or cans among experts. The section pieces 28 generally have a lengthwise welded seam due to the manufacturing process. Other tower sections 8, without tower entrance door opening 10, are constructed accordingly, the number of section pieces 28 possibly varying. In the sample embodiment shown, the tower section 7 has in total nine section pieces 28, which are welded to each other at their end faces. The free end faces of the outermost section pieces 28 of a section are each welded to an annular flange 12. In an advantageous modification, not shown, the annular flanges 12 are each welded beforehand to a perpendicularly disposed section piece 28 before this is welded to the other section pieces 28. It is known to weld individual annular flange segments, instead of closed annular flanges, to the free end faces of the outermost section pieces of a tower section, although this requires an additional effort for the orientation work.

(23) As can furthermore be noticed in FIG. 2, the individual section pieces 28 can be rotated relative to each other about their lengthwise axis such that their longitudinal welded seams are always offset from each other by an offset angle so that the longitudinal welded seams of neighboring section pieces 28 do not lie flush in the same line. The sum of the offset angles is preferably 360 or a whole multiple thereof. FIG. 2 moreover shows a first longitudinal profile 13 roughly in the 5 o'clock position, which extends on the inside of the wall of the tower section 7 parallel to its center axis and is welded to the wall. Besides the longitudinal profile 13 shown, the tower section 7 has two more longitudinal profiles 13, not visible from the outside, each arranged at a 120 offset in the tubular wall. In a following fabrication step, the tower section 7 is divided along a first, second and third planned separation line 19 into three section segments 18, the planned separation lines 19 each coinciding with the longitudinal profiles 13. In other words, the respective lengthwise cutting occurs through the longitudinal profile 13, so that the section segments can afterwards be joined together once more by the longitudinal profile.

(24) FIGS. 3A, 3B and 3C show one possible longitudinal profile 13 in the form of a U profile 33, having equally long, plane parallel legs 33a, 33b and a web 33c joining the legs together, in three consecutive fabrication steps. The U profile 33 at first is welded by its web 33c on either side by the welded seams 34a and 34b to the as yet undivided tubular wall 38, only one cutout of the tubular wall 38 being shown. The web 33c furthermore has on the side facing the tubular wall 38 a fillet 35, which has two purposes: first of all, an advantageous cross section and thus material reduction is achieved for a following lengthwise cutting, wherein a first slot 36 is created in the tubular wall 38 of the tower section 7, 8 and a second slot 32 in the web 33c of the U profile 33, cf. FIG. 3B. The slots 36 and 32 are preferably produced in a common separation process. Each of the slots 32, 36 after the severing has a pair of mutually facing separation sections in which the separation occurred. Secondly, a fillet is created on either side of the slot edge for a further welded seam 34c, 34d on each side. In the course of the installation at the construction site, the section segments 18 are finally connected securely via connection means 39, especially threaded bolts 39a, which are passed through holes 31 in the legs 33a, 33b of the severed longitudinal profile, and nuts 39c. Spacing elements 37 ensure a predetermined spacing and the slot widths 32, 36, as shown by FIG. 3C. Thus, a desired slot width 32, 36 can be advantageously adjusted with the length of the spacing elements 37.

(25) FIGS. 4A, 4B and 4C show another arrangement of longitudinal profile 13 and tubular wall 38. The longitudinal profile 13 here is fashioned in the form of an H profile 43, having equally long and plane parallel legs 43a, 43b and a web 43c. The H profile 43 is at first welded by its legs 43a, 43b on either side by the welded seams 44a and 44b to the as yet undivided tubular wall 38. FIG. 4B shows the arrangement having the longitudinal profile 13 and the tubular wall 38 after a lengthwise cut has been made, wherein a first slot 36 was created in the tubular wall 38 of the tower section 7, 8 and a second slot 46 in the web 43c of the H profile 43. FIG. 4C finally shows the threaded bolts 39a, nuts 39c and spacing elements 37 led through holes 40 of the legs 43a, 43b in the course of the installation at the construction site and the thus securely connected section segments 18, once again only showing a cutout of the tubular wall 38.

(26) FIG. 5 shows a longitudinal profile 13 in the form of another U profile 53, but one which has been rotated about its longitudinal axis by 180 as compared to the arrangement in FIGS. 3A, 3B and 3C. The U profile 53 contrary to the sample embodiment of FIGS. 3A, 3B and 3C has been welded by the legs 53a, 53b via the welded seams 54a and 54b to the as yet undivided tubular wall 38. The further fabrication steps are essentially as represented and described in FIGS. 4B and 4C.

(27) Another advantageous arrangement, not shown, has in place of a U profile 33 per FIGS. 3A, 3B and 3C, a C profile open on top. The C profile by contrast with the U profile 33 has two inwardly curved right-angle prolongations of the legs, the open end surfaces of these prolongations facing each other and their spacing corresponding substantially to the width of the slot in the web. The C profile has the further advantage that the spacing elements 37 are not needed during a later installation of the section segments 18, since the mentioned prolongations are drawn toward each other and thus take on the function of the spacing elements 37, achieving an advantageous reduction in the installation time.

(28) Besides the above profiles of FIGS. 3, 4 and 5, having a web which joins the legs together, FIGS. 15A, 15B and 15C show a longitudinal profile 30 which is welded by two lateral welded seams 34a, 34b to the tubular wall. The longitudinal profile 30 has two legs 33a, 33b, which are separated from each other by a groove 32. The groove 32 has a groove bottom in the longitudinal profile 30. In the groove there is provided a borehole 29, which extends in the longitudinal direction of the longitudinal profile 30. Upon severing the tubular wall 38 in the region 36, the groove bottom is also severed and the two legs 33a, 33b are independent of each other. Since the width of the separating slot in the region 36 is larger than the groove width 32, the legs remain behind without web sections. Instead, these have separation sections on the mutually facing sides of the legs, which are formed by the severing of the tower wall and the longitudinal profile. The legs 33a, 33b are connected by welding at their mutually facing sides to the tower wall 38. If the severed section segments are supposed to be joined together once more with the aid of the severed longitudinal profile 30, an orientation can be done by a centering pin in the borehole 29. Thanks to the centering pin, the legs 33a, 33b are oriented relative to each other and can thus be fastened to each other by the threaded bolt 39a, the washer 39b and the nut 39c.

(29) FIG. 6 shows a top view of an annular flange 12 with an indicated detail A. FIG. 7 shows an enlarged cutout and FIG. 8 a cross section view of detail A. The annular flange per FIGS. 6, 7 and 8 is configured as a T-annular flange 69, which is intended to attach the lowermost tower section 7 to the foundation 3 and its projecting anchor bolts (not shown). The T-annular flange 69 has separation sections with reduced material thickness at predetermined positions, where the annular flange can be divided into three annular flange segments 21, 22, 23. At each predetermined position of a separation section, the cross section of the T-annular flange 69 is reduced by two slots 63, so that only a narrow segment connection 62 remains. This segment connection 62 will be severed later in the fabrication process, namely, only after the welding of the T-annular flange 69 to a section piece 28 of the tower section 7. Furthermore, the T-annular flange 69 has a plurality of through holes 60, which are arranged on either side of the web 61 in two concentric circles of holes.

(30) For the connecting of the tower sections 7, 8, 9 to each other, annular flanges 12 are provided in the form of L-annular flanges 64, having two legs 65, 66 arranged at right angles to each other, as shown in FIGS. 9 and 10. The first leg 65, pointing out from the plane of the drawing in FIG. 9, is butt welded to a section piece 28 of the tower section 7, 8 and thus forms a section of the outer shell of the tower section 7, 8. The second leg 66, directed inward in the plane of the drawing, has a plurality of through holes 60 for connection means 39, in order to connect the L-annular flange 64 to the adjoining L-annular flange 64 of an adjoining tower section 7, 8. Thus, the two L-annular flanges 64 form a pair of annular flanges. As can be seen again in FIGS. 9 and 10, the L-annular flange 64 is provided with separation sections at predetermined positions, where the annular flange can be divided into three annular flange segments 21, 22, 23. At the predetermined position of the separation sections the cross section of the L-annular flange 64 is reduced by a slot 68, so that a narrow segment connection 67 exists. This segment connection 67 will be severed later in the fabrication process after the welding of the L-annular flange 64 to a section piece 28. The segment connection 67 forms the separation section for the L-annular flange 64.

(31) The choice of the connection means 39 is not limited to threaded bolts 39a, washers 39b and nuts 39c, but rather many other connection means are likewise suitable, especially screw connections such as threaded rods with nuts provided on both sides, threaded sleeves with threaded bolts provided at both sides, et cetera.

(32) FIG. 11 shows a top view and FIG. 12 a cross section view of a cutout of an adapter plate 70 mounted on an L-annular flange 64 of a tower section, serving for the connecting or supporting of the tower section during a further processing and especially during a severing of the tower section. The L-annular flange 64 is connected to the adapter plate 70 by a screw connection including threaded bolts 39a and nuts 39c. The adapter plate 70 has a one-sided slot 71 for the passage of a cutting tool 99. After a severing of the segment connection 67 in the separation section, the annular flange segments 21, 22, 23 remain connected with the adapter plate 70 and are thus fixed in their position.

(33) FIG. 13 shows an overall perspective view of a tower section 7 in a supporting device 80 for the lengthwise cutting of tower sections in their 6 o'clock position. The supporting device 80 includes two rotatable receiving wheels 81, which are supported by roller bearings 85, 86 running on rails 84, wherein the rollers of the roller bearings 85, 86 could be driven via electric motors. The rotatable receiving wheels 81 are each connected to an annular flange 12 at the end faces of the tower section 7, 8 directly or via an adapter plate 70. The receiving wheels 81 have a wheel hub 82, which is connected by spokes 83 to an outer ring. In one modification, not shown, the receiving wheels 81 may be rotatably mounted in the wheel hub 82 via mandrels instead of roller bearings 85, 86. A cutting device 90 which can move via a feeding drive is arranged on the rails 84, with the travel of the cutting device 90 extending over the entire length of a tower section.

(34) FIG. 14 shows a perspective view of the cutting device 90 for the lengthwise cutting of tower sections 7, 8 in the 6 o'clock position. The cutting device 90 includes a cutting tool 99, preferably configured as a side milling cutter or a saw blade. The cutting tool 99 is rotatably mounted in a vertically adjustable tool holder 96. The tool holder 96 furthermore includes guide rollers 98. On both sides of the cutting tool 99 and the tool holder 96 there are provided support rollers 97 along with support roller lifting devices 94, 95, which ensure a constant cutting depth of the cutting tool 99 in the material, especially in the tubular wall 38 of a tower section 7, 8. The tool holder 96 and the support roller lifting devices 94, 95 are held on a cross beam 91, which connects two driving frames 92, 93 for two feeding drives, not shown. The feeding drives actuate in synchronism the driving wheels which are guided on the rails 84.

(35) One sample embodiment not shown has separate height-adjustable punches for lifting the tower section mounted in the supporting device in order to compensate for a buckling resulting from the force of gravity of the tower section mounted between its bearing points. In order to position the punches optimally in heightin the sense of a straight cutting lineat least one optical sensor is provided, which is connected to a control circuit for controlling the punch height. The cutting device 90 is mounted and guided movably on rails via at least one feeding drive. Thanks to the punches which are independent of the cutting device 90, the loading on the cutting device is considerably reduced, especially thanks to the force of gravity not needing to be supported. The cutting device according to this second sample embodiment can be more simple in configuration than the cutting device 90 in the sample embodiment of FIG. 13 and FIG. 14 on account of the functional separation; in particular, the support rollers 97 plus the support roller lifting devices 94, 95 shown there can be eliminated. Another advantage is that the feeding drives of the cutting device 90 only need to provide a power corresponding to the feeding/cutting force.

(36) Another especially advantageous supporting device, not shown, has two spaced apart, horizontally arranged girders as a bearing bed for a tower section 7, 8 being machined, having slanting or concave receiving portions arranged in pairs. The spacing of the girders is larger than the greatest width of the cutting device, so that it can move freely on the rails beneath the tower section, the rails being preferably laid in a channel in the floor as a kind of subfloor. The cutting device can be driven by at least one feeding drive. This cutting device in turn can be more simple in configuration than the cutting device 90 of the sample embodiment in FIGS. 13 and 14; in particular, the support rollers 97 plus the support roller lifting devices 94, 95 shown there can be eliminated. Another advantage is that the feeding drives of the cutting device 90 only need to be configured for a power corresponding to the feeding/cutting force, since they do not need to overcome any supporting load component.

(37) It is understood that the foregoing description is that of the preferred embodiments of the invention and that various changes and modifications may be made thereto without departing from the spirit and scope of the invention as defined in the appended claims.

LIST OF REFERENCE SYMBOLS

(38) 1 Wind turbine 2 Tubular steel tower 3 Foundation 4 Nacelle 5 Rotor hub 6 Rotor blade 7, 8, 9 Tower section 10 Tower entrance door opening 11 Section separation 12 Annular flange 13 Longitudinal profile 18 Section segment 19 Separation line 21, 22, 23 Annular flange segment 28 Section piece 29 Borehole 31 Borehole 32, 36 Slot 33, 53 U-profile 33a, 33b Leg 33c, 53c Web 34a, 34b, 54a, 54b Welded seam 34c, 34d Welded seam 35 Fillet 37 Spacing element 38 Tubular wall 39 Connection means 39a Threaded bolt 39b Washer 39c Nut 40, 60 Through borehole 43 H-profile 43a, 43b Leg 43c Web 44a, 44b, 44c, 44d Welded seam 46 Slot 61 Web 62, 67 Segment connection 63, 68 Slot 64 L-annular flange 65, 66 Leg 69 T-annular flange 70 Adapter plate 80 Machining station 81 Receiving wheel 82 Wheel hub 83 Spoke 84 Rail 85, 86 Roller bearing 90 Separating device 91 Cross beam 92, 93 Driving frame 94, 95 Support roller lifting device 96 Tool holder 97 Support roller 98 Guide roller 99 Cutting tool