Patent Application
20130081350
This invention refers to a tower, especially a tower for a wind power plant, comprising a lower tubular section made of concrete and an upper tubular tower section made of steel, as well as an adapter piece for connecting the two tower sections. Furthermore, the invention refers to a method for budding a tower.
Towers for wind power plants, especially if they are very high, are very often built as so-called hybrid towers, in which a lower tower section made of concrete and an upper tower section made of steel are placed on top of the tower section made of concrete. This hybrid construction method makes it also possible to erect towers with a considerable hub height, which would require a very large wall thickness in the foot if built purely of steel, applying a relatively easy construction method because the diameter of a tubular steel tower is limited owing to transportation reasons. In this context, connecting the tower section made of steel with the tower section made of concrete is extremely important because an optimal bearing load in the concrete must be ensured and damage to the concrete caused by stresses bearing on it must be prevented. Various options have been made known in the state of the art for connecting the steel section with the concrete section.
EP 1 654 460 31 provides for casting a lower area of the tower section made of steel directly in the tower section made of concrete. To achieve this, the cast terminal area of the tower section made of steel has anchoring elements that protrude radially from the wall of the tower section. Several anchoring elements are provided along the height of the cast terminal area so that the applied loads can be distributed across the entire embedding area.
DE 20 2006 009 554 U1 provides a special adapter element made of steel that is largely ring-shaped and in which, in turn, anchoring elements extending in radial direction are arranged on the inner surface area of the annular steel adapter element. As a result of this, a direct deviation of traction forces without deflection should be allowed in the concrete body.
The disadvantage in connecting the steel tower with the concrete tower lies in the fact that when building the tower section of concrete, the steel tower with its especially developed terminal area or at least the especially developed adapter element must already be available so it can be cast in the tower section made of concrete.
The task of the present invention is to suggest a tower with an adapter element to allow a simple and flexible building of the tower with a good bearing load. Furthermore, a corresponding method should be suggested.
The task is solved with the features of the independent claims.
A tower, especially a tower for a wind power plant, has a lower tubular section made of concrete and an upper tubular tower section made of steel. Furthermore, the tower has an adapter piece for connecting the two tower sections. According to the invention, the adapter piece comprises an annular concrete element and a steel element that has at least one annular flange. In this case, the flange covers an upper surface of the concrete element in installation position, preferably fully. Consequently, the adapter piece according to the invention consists of concrete and steel, in which case the steel element is cast directly with the concrete element. Here, the annular flange of the steel element is fully grouted in the concrete without air inclusions. In a method for building a tower, a steel element with an annular flange is initially provided for building the adapter piece, which is installed headlong in a ring-shaped formwork. Afterwards, concrete is placed in the formwork and as a result of that, the inner annular concrete element of the adapter piece can be made. Here, the concrete is placed directly on the underside of the flange so that, in the finished adapter element, the flange is fully grouted and there is a good connection between the concrete element and the steel element.
Since the adapter piece according to the invention contains one concrete element and one steel element, it can be easily but independently from the tower section made of steel and the tower section made of concrete and only afterwards be connected to the two tower sections because the critical connection between steel and concrete is achieved by the direct pouring in of the steel element into the concrete element. The headlong pouring of the concrete element with the steel element can achieve that the annular flange be fully grouted largely without air inclusions. As a result of this, a high, dense concrete quality is achieved directly under the flange, so that the highly stressed contact surface between steel and concrete is especially suitable for the load bearing and force resistance of the forces transferred by the steel tower. In this case, the use of concrete grout is not necessary. As a result of this, the adapter piece according to the invention can be used both for towers built with prefabricated parts and for fabrication at the place of installation. Moreover, the flange of the steel element facilitates the erection and assembly of the tower because the latter can serve simultaneously for connection with the upper tower section made of steel and attachment or fixation of tension elements and can additionally fulfill other functions, as described below.
According to an advantageous further innovation of the invention, the adapter piece has an inner annular concrete element and an outer annular steel element that contains the annular flange in its upper end. The annular steel element located outside makes it possible to greatly improve the sealing between the concrete section and the steel section and protect the upper area of the concrete element, especially from waterlogging. Likewise, reinforcements and anchoring elements cast in the concrete are protected from corrosion. Furthermore, this can increase the load-bearing capacity of the concrete element.
When producing the adapter piece, it is especially advantageous to use the steel element at least partially as formwork for the inner concrete element. The effort needed for producing such formwork can be reduced, thus facilitating the stripping too depending on execution.
The load-bearing capacity of the adapter piece is furthermore improved when the microstructure of the concrete elements has the highest density in the upper end of the concrete element in installation position because the exertion of force in one place takes place with an especially dense microstructure without air inclusions. This can also be ensured by the fabrication of the adapter element according to the invention, which is done rotated by 180°.
Especially advantageous is furthermore for the adapter piece made of steel and concrete according to the invention to be made independently from the tower sections. If the adapter piece is made as prefabricated part, it is available at the desired point in time and can be connected at any time to one of the two tower sections or to both of them regardless of the production method and production site.
According to an especially advantageous further innovation of the invention, the steel element can have a largely U-shaped cross section encompassing an upper area of the concrete element. Apart from good sealing and protection of the reinforcements, an adapter piece with an especially high load-bearing capacity can be made as a result of this. In this case, the concrete element is surrounded by the steel element, so that a three-axial tensioning state can be achieved in the concrete element.
If the concrete element of the adapter piece is made from high-performance concrete, particularly one having a quality of C 50/60 or higher, it is especially suitable for connection to both tower sections and absorbing the force from the tower section made of steel. Especially if used with a steel element that encompasses the concrete element in U-shape, a concrete quality of C 50/60 can already be achieved for utilization.
It is furthermore advantageous for the flange of the adapter piece to preferably have many bore holes distributed over its external circumference so the fastening elements for fixing the tower section made of steel in place can be inserted through them. It is furthermore advantageous for the flange to preferably have many bore holes distributed over its inner circumference so the pre-stressing tendons for bracing the tower section made of concrete can be inserted through them and also fastened on the upper side of the flange. Thus, the flange of the steel element serves not only for protecting the concrete element with its reinforcements and the force exertion coming from the steel tower but also for fixing the pre-stressing tendons and the steel tower in place.
Jacket tubes are preferably cast in the concrete element so the pre-stressing tendons can be led through them and fixed in place on the steel element flange. The adapter piece can thus serve for connecting the two tower sections and simultaneously for placing an initial stress on the tower section made of concrete and anchoring the pre-stressing tendons. Especially advantageous here is to fasten the tower section made of steel independently from anchoring the pre-stressing tendons, so that the assembly or disassembly of individual elements is made possible independent from one another.
It is also particularly advantageous to embed numerous anchoring bolts in the concrete element of the adapter piece in a preferably perpendicular position so the tower section made of steel can be fixed in place with them. The exertion of force coming from the steel tower to the adapter element can take place advantageously as a result of this. In addition, this allows the tower section made of steel to be easily mounted. In this case, the tower section made of steel can be fastened directly on the embedded anchoring bolts or be connected to them with other fastening elements.
It is furthermore advantageous if the anchoring bolts extend through and beyond the steel element flange across the upper side of the flange. For mounting the tower section made of steel, it must be merely placed on the flange with its corresponding bore holes and can be fixed in place with nuts, for example. By fixing the tower section made of steel in place with the anchoring bolts, an initial stress can be simultaneously and advantageously placed on the concrete element of the adapter piece to further improve the latter's load-bearing capacity. To allow subsequent bracing, the anchoring bolts have a separating layer or are set in concrete in a jacket tube.
According to a particularly advantageous further innovation of the invention, the pre-stressing tendons can be fixed in place without anchoring bolts directly on the steel element flange. The especially good connection of the steel flange to the concrete element allows the steel flange to directly take over the bad distribution function, so that no additional elements are needed. This facilitates assembly even more.
An advantageous execution of the invention provides that at least one lower surface of the adapter piece is smoothed or milled over after the concrete has hardened, preferably parallel to the upper surface of the flange in installation position. The parallelism of the lower contact surface of the adapter piece with regard to the upper flange surface can be easily ensured as a result of this. A refinishing of the upper flange surface of the steel flange before or after casting can also be provided for to achieve the highest possible parallel position and even surface.
Regardless of—or also in combination with—the adapter piece described above, it is advantageous for a tower having a lower annular tower section made of concrete and an upper tubular section made of steel that its lower tower section be made of annular- or annular segment-shaped prefabricated concrete parts. This especially facilitates the flexible building of the tower, as the prefabricated concrete parts can be fully manufactured in advance and put together upon arrival at the assembly site.
Preferably, the prefabricated concrete parts are braced dry against one another to facilitate the assembly of the tower section made of concrete even further. The high-quality execution of the contact surfaces makes a sealing of the joints unnecessary.
To seal a horizontal contact joint between the prefabricated concrete parts, however, a sealing profile can also be provided. To achieve this, the prefabricated concrete parts can have a nut for the sealing profile. Additionally, the sealing can be done with epoxy resin.
Especially advantageous here is when the prefabricated concrete parts are braced by means of external pre-stressing tendons running inside the tower. In this case, at least two pre-stressing tendons extend between one foot section of the tower and the upper adapter piece. Additional pre-stressing tendons can either be braced between the foot of the tower and the upper adapter piece or only up to partial heights of the tower. For example, every second tensioning element can extend all the way to the adapter piece while the other half of the pre-stressing tendons is anchored at one-half of the height or another partial height.
In order to also allow the horizontal contact surfaces of the prefabricated concrete parts to be parallel in the tower section made of concrete and therefore facilitate simple onsite assembly, at least one of the two horizontal contact surfaces is processed in a way to remove material, for example by regrinding it or miffing it over. During onsite assembly, the individual prefabricated concrete parts must therefore be placed only on top of one another without needing additional adjusting or leveling work. To process the horizontal contact surfaces, it is especially advantageous if both horizontal surfaces are processed in a damping fixture. In this case, the annular- or annular segment-shaped prefabricated concrete parts are rotated around their own axis during processing. If need be, a leveling layer (such as an epoxy resin) can be applied on the contact surfaces to smoothen out uneven patches.
If the annular prefabricated concrete parts consist of two or more annular segments, then it is furthermore advantageous if vertical contact joints are also executed dry between the contact surfaces of the annular segment-shaped prefabricated concrete parts. Here, the ring segments are braced in horizontal direction, preferably with diagonally arranged pre-stressing tendons with screws, for example. However, the joint can be also be made without screw connections, in which case the vertical joint is held together only by the vertical tension of the tower section made of concrete. On successive rings, the ring segments of a ring are in each case arranged in a twisted position with respect to one another.
According to another advantageous further innovation of the invention, the prefabricated concrete parts have at least one recess on their contact surfaces, preferably at least one bore hole, so one element can be inserted in it in each case for securing the position or twisted position. This element can be a plastic dowel. Preferably, several bore holes are distributed evenly across the perimeter in this case.
Further advantages of the invention are described with the help of the embodiments shown below, which show:
Here, the tower section 2 made of concrete is made of individual, annular pre-fabricated concrete parts 5, which consist in each case, in turn, of two ring segments 6, as can be seen in
The adapter piece 7 according to the invention (
The adapter piece 7 according to the invention is made by placing the steel element 9 headlong (i.e. with the subsequent upper side 14 downwards) into an annular formwork (not shown here). Afterwards, the concrete is directly applied on the subsequent underside of the flange 9a. By manufacturing the adapter piece 7 rotated by 180° for later installation position, the concrete element 8 can be made from particularly high quality in the upper head area of the concrete element 8 that will subsequently rest above it. Thus, the concrete element 8 has in its head area a very dense concrete microstructure with few air inclusions. By directly covering the subsequent lower side of flange 9a with concrete, it can be fully grouted, thus making the highly stressed contact surface of high quality and largely without air inclusions. In this case, it is advantageous for steel element 9 to be directly a part of the formwork (not shown); here, the flange 9a forms an underside of the formwork. After removing the formwork, the adapter piece 7 can remain stored headlong until final solidification of the concrete so that the highly stressed head area of the adapter piece can be made of high quality. After formwork removal and adapter piece 7 solidification, the lower surface 15 of the adapter piece 7 and, if necessary, the upper side 14 of the flange 9a, are processed for removing material in order to ensure parallelism. As a result of this, no more adjustment work is necessary during subsequent assembly.
Owing to the design according to the invention, the adapter piece 7 can be manufactured favorably as a prefabricated part with a concrete element 8 and a steel element 9, thus allowing its full production independently from the manufacturing of the tower sections 2 and 3 out of concrete and steel. By means of the adapter piece 7 according to the invention, it is therefore possible to erect a tower 1 completely or partially with the prefabricated construction method at the assembly site. Here, it is particularly advantageous that the manufacturing of the tower sections 2 and 3 and of the adapter piece 7 can take place at different times and this increases the flexibility of the adapter piece 7 and the assembly options. Hence, the adapter piece 7 is also suitable for off-shore installations. So the adapter piece design can allow road transportation, its maximum height of 3.80 m and exterior diameter of 3 to 8 m is advantageous. If road transportation is not necessary, the adapter piece 7 can be manufactured with any dimensions.
As can also be seen in
As can also be seen in
In the installed position, the adapter element 7 has a recess 21 on the lower end so that the pre-stressing tendons are merely led within the wall of tower 1 in the area of the adapter piece 7 and otherwise extend along the interior of the tower outside the wall down to the foot section 4 of the tower 1, where they are also anchored. However, to guide the pre-stressing tendons 13, they could also be fastened or at least guided at certain distances along the height of the tower by means of suitable fastening or guidance elements. Instead of the initial stress accomplished with external pre-stressing tendons 13 shown here, initial stress can naturally also be exerted on the tower section made of concrete 2 with pre-stressing tendons 13 placed in the concrete cross-section.
The prefabricated concrete parts 5 of the tower section 2 made of concrete are placed dry on top of one another during the assembly of the tower section 2 and braced against one another. The prefabricated concrete parts 5 (see FIG. 4)—which in this case consist of two ring segments 6 each—have one upper and one lower horizontal contact surface 21. At least one of the contact surfaces 21 of the prefabricated concrete parts 5 is processed to remove the material (i.e. smoothed). As a result of this, it is possible to create an even contact surface 21 that allows the easy build-up of the tower section 2 without time-consuming adjustment work. Furthermore, by polishing the contact surfaces 21, a smooth and even contact surface 21 is achieved, so that the prefabricated concrete pieces 5 can be braced. This simplifies assembly and allows a disassembly to take place at any time.
If the annular prefabricated concrete parts 5 consist of two or several ring segments 6 (as is shown here), then vertical contact joints 23 are provided in every ring 5 of the tower 1. These are also preferably executed dry as well. So the individual ring segments 6 can be fixed against one another, diagonally arranged threaded joints (not shown) can be provided in the area of the vertical contact joints 23. However, a fixation of the ring segments 6 with respect to each other can also be accomplished solely through the preload force of the pre-stressing tendons 13 and offsetting the individual ring segments 6 in every ring 5. Here, the vertical contact joints 23 of the following ring 5 are offset by 90° in each case (see
As additionally shown in
The schematic cross-section diagram of
Additionally, in
The invention is not limited to the embodiments shown. Modifications and combinations also fall within the scope of the invention.
| Number | Date | Country | Kind |
|---|---|---|---|
| 10 2010 030 047.0 | Jun 2010 | DE | national |
| 10 2010 039 796.2 | Aug 2010 | DE | national |
| Filing Document | Filing Date | Country | Kind | 371c Date |
|---|---|---|---|---|
| PCT/EP2011/057088 | 5/4/2011 | WO | 00 | 12/14/2012 |
