阅读说明：本技术 用于风力机的基座 (Base for wind turbine ) 是由 G·普拉斯 C·施里费 于 2018-12-12 设计创作，主要内容包括：本发明涉及用于风力机的基座,基座具有基本上预制的、优选加筋混凝土制成的元件,包括竖直延伸的底座状的第一部段和基本上水平延伸的作为与地面接触的基座体的第二部段,在第一部段上能布置风力机的塔架,第一部段布置在第二部段上方并且具有至少一个封闭的、优选套筒形的底座元件,其构造为环形或多边形的,而第二部段由至少两个水平元件形成,其分别具有至少一个底座部段,第一部段的至少一个底座元件和第二部段的水平元件的底座部段具有基本上竖直的通孔,通孔彼此对齐地安装,在通孔中设置有基本上竖直的夹紧元件、优选螺杆,第一部段的至少一个底座元件和第二部段的至少两个水平元件通过基本上竖直的预紧元件彼此预紧,使得不需要另外的固定器件、尤其是水平固定器件来传递风力机的载荷。(The invention relates to a foundation for a wind turbine, comprising a substantially prefabricated, preferably reinforced concrete element, comprising a first, substantially horizontally extending, foundation-like first section, on which a tower of the wind turbine can be arranged, and a second, substantially horizontally extending base body, which is in contact with the ground, wherein the first section is arranged above the second section and has at least one closed, preferably sleeve-shaped base element, which is of annular or polygonal design, and the second section is formed from at least two horizontal elements, each of which has at least one base section, wherein the at least one base element of the first section and the base sections of the horizontal elements of the second section have substantially vertical through holes, which are mounted in alignment with one another, wherein substantially vertical clamping elements, preferably screws, are arranged in the through holes, and wherein the at least one base element of the first section and the at least two horizontal elements of the second section are prestressed against one another by means of a substantially vertical prestressing element So that no additional fixing means, in particular horizontal fixing means, are required for transferring the load of the wind turbine.)

1. Foundation for a wind turbine, having a substantially prefabricated element, preferably an element made of reinforced concrete, comprising a first section of a vertically extending foundation-like construction, on which a tower of the wind turbine can be arranged, and a second section of a substantially horizontally extending foundation body, which is in contact with the ground, wherein the first section is arranged above the second section and has at least one closed, preferably sleeve-shaped, foundation element, which is of annular or polygonal configuration, and the second section is formed by at least two horizontal elements, each having at least one foundation section, the at least one foundation element of the first section and the foundation section of the horizontal element of the second section having substantially vertical through-holes, which are mounted in alignment with one another, a substantially vertical clamping element, preferably a threaded rod, is arranged in the through-opening, characterized in that the at least one base element of the first section and the at least two horizontal elements of the second section are pretensioned against one another by means of a substantially vertical pretensioning element, so that no additional securing means, in particular horizontal securing means, are required for transmitting the load of the wind turbine.

2. The foundation for a wind turbine according to claim 1, wherein at least one abutment is provided below or inside the second section, to which the substantially vertical clamping element is arranged and clamped, and/or an abutment is provided above or inside the first section, to which the substantially vertical clamping element is arranged and clamped, wherein the upper abutment is preferably a flange of a tower of a wind turbine.

3. The foundation for a wind turbine according to claim 1 or 2, wherein the features of claims 4 to 30 are combined.

4. Foundation for a wind turbine, having a substantially prefabricated element, preferably an element made of reinforced concrete, comprising a first section of a vertically extending foundation-like construction, on which a tower of the wind turbine can be arranged, and a second section of a substantially horizontally extending foundation body, which is in contact with the ground, wherein the first section is arranged above the second section and has at least one closed, preferably sleeve-shaped, foundation element, which is of annular or polygonal configuration, and the second section is formed by at least two horizontal elements, each having at least one foundation section, the at least one foundation element of the first section and the foundation section of the horizontal element of the second section having substantially vertical through-holes, which are mounted in alignment with one another, a substantially vertical clamping element, preferably a threaded rod, is arranged in the through-opening, characterized in that the closed base element of the first section consists of at least two arc-shaped sections.

5. The foundation for a wind turbine as claimed in claim 4, wherein the arc segments overlap in the connection region and the through holes also overlap in the overlap region.

6. The foundation for a wind turbine as claimed in claim 5, wherein the arc segments abut each other with substantially vertical abutment surfaces in the connection region.

7. The foundation for a wind turbine as claimed in any one of claims 4 to 6, wherein a plurality of substantially horizontal stiffening elements project from the curved section in the connection area, the stiffening elements overlapping in the connection area.

8. The foundation for a wind turbine as claimed in one of the claims 4 to 7, characterized in that the curved section tapers in the connecting region in terms of the curved section height and/or the curved section width, preferably in that a through-opening is provided in the tapering section.

9. The foundation for a wind turbine as claimed in claim 8, wherein the horizontal stiffening elements overlap in the tapering section.

10. The foundation for a wind turbine as claimed in claim 8 or 9, wherein the tapering region is filled with mortar.

11. The base for a wind turbine according to any one of claims 4 to 7, wherein the features of claims 1 or 2 and 12 to 30 are combined.

12. Foundation for a wind turbine, having a substantially prefabricated element, preferably an element made of reinforced concrete, comprising a first section of a vertically extending foundation-like construction, on which a tower of the wind turbine can be arranged, and a second section of a substantially horizontally extending foundation body, which is in contact with the ground, wherein the first section is arranged above the second section and has at least one closed, preferably sleeve-shaped, foundation element, which is of annular or polygonal configuration, and the second section is formed by at least two horizontal elements, each having at least one foundation section, the at least one foundation element of the first section and the foundation section of the horizontal element of the second section having substantially vertical through-holes, which are mounted in alignment with one another, a substantially vertical clamping element, preferably a threaded rod, is arranged in the through-opening, characterized in that a reinforcing element is provided in the first section.

13. The foundation for a wind turbine as claimed in claim 12, wherein the reinforcement element has no through-hole and/or is arranged in the first section without fixing means.

14. The foundation for a wind turbine as claimed in claim 12 or 13, wherein the reinforcement element is configured as a sleeve having a clear inner diameter preferably substantially corresponding to the clear inner diameter of the first section and/or the second section.

15. The foundation for a wind turbine as claimed in any one of the claims 12 to 14, characterized in that the reinforcement element is surrounded by a base element having substantially the same or a greater height, whereby the surrounding base element and the reinforcement element preferably have substantially the same wall thickness as the base element arranged above and/or below it.

16. The base for a wind turbine according to any one of claims 12 to 15, wherein the features of claims 1 to 11 and 17 to 30 are combined.

17. Foundation for a wind turbine, having a substantially prefabricated element, preferably an element made of reinforced concrete, comprising a first section of a vertically extending foundation-like construction, on which a tower of the wind turbine can be arranged, and a second section of a substantially horizontally extending foundation body, which is in contact with the ground, wherein the first section is arranged above the second section and has at least one closed, preferably sleeve-shaped, foundation element, which is of annular or polygonal configuration, and the second section is formed by at least two horizontal elements, each having at least one foundation section, the at least one foundation element of the first section and the foundation section of the horizontal element of the second section having substantially vertical through-holes, which are mounted in alignment with one another, a substantially vertical clamping element, preferably a threaded rod, is arranged in the through-opening, characterized in that a reinforcing element is provided in the second section.

18. The foundation for a wind turbine as claimed in claim 17, wherein the reinforcement element has no through-holes and/or is arranged in the second section without fixing means.

19. The foundation for a wind turbine as claimed in claim 17 or 18, wherein the reinforcement element is configured as a sleeve having a clear inner diameter preferably substantially corresponding to the clear inner diameter of the first section and/or the second section.

20. The foundation for a wind turbine as claimed in any one of claims 16 to 19, wherein the reinforcement element is surrounded by a base section of the at least two horizontal elements having substantially the same or a greater height.

21. The base for a wind turbine according to any one of claims 17 to 20, wherein the features of claims 1 to 16 and 22 to 30 are combined.

22. Foundation for a wind turbine, having a substantially prefabricated element, preferably an element made of reinforced concrete, comprising a first section of a vertically extending foundation-like construction, on which a tower of the wind turbine can be arranged, and a second section of a substantially horizontally extending foundation body, which is in contact with the ground, wherein the first section is arranged above the second section and has at least one closed, preferably sleeve-shaped, foundation element, which is of annular or polygonal configuration, and the second section is formed by at least two horizontal elements, each having at least one foundation section, the at least one foundation element of the first section and the foundation section of the horizontal element of the second section having substantially vertical through-holes, which are mounted in alignment with one another, a substantially vertical clamping element, preferably a threaded rod, is arranged in the through-opening, characterized in that a vertically extending base-like configured further section is provided, which is arranged below the second section and has at least one closed base element, preferably a sleeve-shaped base element, and which is necessary for transmitting the load of the wind turbine.

23. The foundation for a wind turbine as claimed in claim 22, wherein the closed base element of the further section is comprised of at least two arcuate sections.

24. The foundation for a wind turbine as claimed in claim 23, wherein the arc segments overlap in the connection region and the through holes also overlap in the overlap region.

25. The foundation for a wind turbine as claimed in claim 23, wherein the arc segments abut each other with substantially vertical abutment surfaces in the connection region.

26. The foundation for a wind turbine as claimed in any one of claims 22 to 25, wherein a plurality of substantially horizontal stiffener elements project from the arch segment in the connection region, the stiffener elements overlapping in the connection region.

27. The foundation for a wind turbine as claimed in any one of the claims 22 to 26, characterized in that the curved section tapers in the connection region in terms of the curved section height and/or the curved section width, preferably in that a through-opening is provided in the tapering section.

28. The foundation for a wind turbine of claim 27, wherein the horizontal stiffening elements overlap in the tapered section.

29. The foundation for a wind turbine as claimed in claim 27 or 28, wherein the tapered region is filled with mortar.

30. The foundation for a wind turbine as claimed in any one of claims 22 to 29, wherein the features of claims 1 to 21 are combined.

31. The foundation for a wind turbine as claimed in any one of claims 1 to 30, wherein there is a vertical and horizontal joint between the elements in such a way that a vertical and/or horizontal spacer is arranged between the elements.

32. The foundation for a wind turbine as claimed in any one of claims 1 to 31, wherein vertical and/or horizontal joints between the elements are at least partially mortar filled.

Technical Field

The invention relates to a foundation for a wind turbine, comprising a substantially prefabricated element, preferably made of reinforced concrete, on which a tower of the wind turbine can be arranged, a first section of a vertically extending foundation-like structure, which is arranged above the second section and has at least one closed, preferably sleeve-shaped, foundation element, which is designed in an annular or polygonal manner, and a second section of a substantially horizontally extending foundation body, which is in contact with the ground and is formed by at least two horizontal elements, each of which has at least one base section, the base sections of the horizontal elements of the first and second sections having substantially vertical through-holes, which are arranged in alignment with one another, in which through-holes substantially vertical clamping elements are arranged, A screw is preferred.

Background

The foundation for a wind turbine is constructed primarily as a cast-in-place concrete foundation. For this purpose, a pit is cut into the construction site, which is provided with a bedding (Sauberkeitsschicht). The form and rebar are then constructed and the whole filled with concrete on site. Planar bodies, possibly with a base, are built up here, see for example US 20160369520 a1 or WO 2008/036934 a 2. In addition to the transport costs associated with supplying concrete to the forms and reinforcing bars, this is also a significant job site. Furthermore, quality assurance is complicated and there are problems according to weather conditions. Furthermore, the disassembly after the end of the life of the wind turbine is expensive and quite complex.

Thus, there is a need in principle for constructing a wind turbine foundation from prefabricated elements, whereby the above-mentioned problems can be reduced or eliminated. In principle, it is advantageous that the components can be produced in a standardized manner under defined conditions during the prefabrication. The workload on the site is also reduced. For this purpose, various approaches are described in the prior art.

For example WO 2008/036934 a2 shows a combination of prefabricated elements and conventional formwork/rebar structures. The above-mentioned disadvantages are thereby reduced only insignificantly.

Other solutions for producing wind turbine foundations from prefabricated components are shown in the prior art as follows:

EP 1058787B 1 discloses a foundation for a wind turbine in order to build an offshore wind turbine, which is transported with complete pre-installation (i.e. including the foundation) and is sunk as a whole into a construction site on the seabed. The foundation has a plurality of individual prefabricated segments, which may be made of concrete. A planar section and a base section are disclosed. The base section comprises a ring and the flat section comprises a plurality of individual base elements which are trapezoidal in the base plane, the base section being mounted vertically on the flat section at the inner end, the flat section having a vertical through-opening. The planar base sections are connected to one another by means of a tongue-and-groove connection. The base section and the planar base section are connected by diagonal braces for reinforcement. The circular arc section of the base section also has a vertical through-opening. Connecting cables/anchor rods are inserted into these vertical penetrations. If a base part made of concrete is provided, a flat carrier ring made of steel is provided in the region of the vertical through-opening below the foundation element. The base is installed and the wind turbine is secured to the base by connecting steel cables/anchor rods. In addition, horizontal passages are provided in the base element and diagonal struts, in which horizontal passages connecting cables/anchor rods are also arranged, with which the elements of the base are horizontally pretensioned. The base which can be subjected to the load is not completed until the horizontal pretensioning. Thus, EP 1058787B 1 discloses a foundation comprising individual precast concrete parts, which foundation comprises a planar section and a base section, at least the two sections being connected to each other vertically and horizontally.

The disadvantage here is that considerable costs and a large amount of work are required to connect the elements and to produce a base that can withstand the static loads.

EP 1074663 a1 discloses a foundation for a wind turbine, which comprises as a base a central body comprising laterally extending star-shaped arranged ribs/projections/supports screwed thereto. The rib and central body are screwed horizontally to each other on site. Furthermore, these components are prefabricated from concrete and transported to the construction site by means of trucks, arranged via cranes and connected to each other horizontally on site via flanges and swivels. Furthermore, anchors are also required outside the ribs in order to ensure sufficient load transfer (latbabtrag).

The disadvantage here is that here too great costs and a great deal of effort are required to connect the components and to produce a base that can withstand the static loads. Additional anchoring is also required.

WO 2004/101898 a2 discloses a foundation for a wind turbine, which comprises prefabricated concrete parts, wherein either a central body is provided, to which a planar body is screwed horizontally, or the foundation consists only of components having both planar and base-like sections, wherein these components are then connected to one another horizontally by means of screwed connections to flanges.

The disadvantage here is that here too great costs and a great deal of effort are required to connect the components and to produce a base that can withstand the static loads.

EP 2182201 a1 discloses two different foundations for a wind turbine. In both types of foundations, the foundation is built on site from precast concrete parts after the respective delivery. Both bases comprise a planar section and a base-like section. In embodiment 1, a central body is provided. A rib/planar element is disposed onto the central body. The rib is mounted to form a polygonal body. The central body has a protrusion surrounded by a corresponding recess on the rib. The rib is additionally locked to the central body by means of a lashing ring. The planar body is provided with an anchoring rod for mounting the tower. In a second variant, the ribs have horizontally projecting anchoring elements which, in the installed state, extend radially to the center of the base. Plates are arranged below and above the anchoring piece. Cast-in-place concrete is introduced into the cavity thus formed, so as to connect the anchors to one another and form the central body. Horizontal connections are simplified in both scenarios. However, both the ribs and the central body have dimensions and qualities that make transportation cumbersome.

WO 2017/141095A 1 and WO 2017/141098A 1 also disclose a foundation for a wind turbine. The foundation is formed by prefabricated ribs which have on their inner ends a foundation section on which the tower of the wind turbine is arranged. The ribs extend radially outward. In another embodiment, the sections between the ribs are filled with plate elements to make one plate, which are screwed to the ribs with flanges. Instead of the central body, a steel sleeve is provided in the middle, which steel sleeve is connected to the reinforcing bars arranged inside the ribs and to the reinforcing beams arranged in the inner hollow space. The rib has a base plate. The diagonal reinforcing element and the base section are arranged integrally on the base plate. The base sections are connected to each other horizontally via tongue and groove elements. The base sections furthermore have horizontal openings, in which clamping elements for horizontally connecting the base sections are arranged. Furthermore, an anchor rod for connecting the tower to the foundation is injected in the base section. In addition, an externally located ground anchor is also disclosed.

The disadvantage here is that here too great costs and a great deal of effort are required to connect the components and to produce a base that can withstand the static loads.

Disclosure of Invention

The object of the present invention is therefore to overcome the above-mentioned disadvantages and to enable a base for a wind turbine to be constructed economically from prefabricated elements.

The object is achieved by the different solutions of the independent claims 1, 4, 12, 17 and 22 which can be combined with one another in their entirety and in accordance with preferred embodiments of the associated dependent claims. The various solutions are complementary here, so that, depending on the ground situation or the loading situation of the wind turbine side on the foundation, the individual solutions apply with their characteristics, the combination of the individual solutions with their characteristics or the solutions as a whole with their characteristics to the respective foundation.

In a first solution according to the invention, it is provided that the at least one base element of the first section and the at least two horizontal elements of the second section are prestressed against each other by means of a substantially vertical prestressing element, so that no additional fastening means, in particular horizontal fastening means, are required for transmitting the load of the wind turbine.

It has surprisingly been shown that this can be achieved simply by omitting the horizontal connecting means.

A further teaching of the invention provides that at least one abutment is provided below or inside the second section, to which the substantially vertical clamping element is arranged and clamped, and/or that an abutment is provided above or inside the first section, to which the substantially vertical clamping element is arranged and clamped, wherein the upper abutment is preferably a flange of a tower of a wind turbine. This ensures a reliable clamping or pretensioning in a simple manner.

An equivalent second solution according to the invention provides that the closed base element of the first section is composed of at least two arc-shaped segments. This allows simple transport even in sizes that can only be achieved with special transport or cannot be achieved at all.

Another teaching of the invention provides that the arc segments overlap in the connecting region and that the through-openings also overlap in the overlapping region. A simple and reliable connection can thereby be provided.

According to a further teaching of the present invention, the arcuate segments have a substantially vertical contact surface in the connecting regionAre adjacent to each other. A simple and reliable connection can thereby be provided.

Another teaching of the invention provides that substantially horizontal stiffening elements project from the curved sections in the connecting region, the stiffening elements overlapping in the connecting region. A simple and reliable connection can thereby be provided.

A further teaching of the invention provides that the arc segments taper in the connecting region with respect to the arc segment height and/or the arc segment width, preferably that a through-opening is provided in the tapering section. Another teaching of the invention provides that the horizontal stiffening elements overlap in the tapering section. Another teaching of the present invention provides that the tapering region is filled with mortar. It has surprisingly been found that a particularly load-bearing and cost-effective connection is thereby provided when an arc-shaped section is provided.

An equivalent third solution according to the invention provides that a reinforcing element is provided in the first section. It has surprisingly been found that an increase in stability beyond horizontal in the base can be achieved simply in the case of a sectionalised (segmented) construction of the base by providing reinforcement elements, in particular in the base section.

A further teaching of the present invention provides that the reinforcing element has no through-opening and/or is arranged in the first section without a fastening means. A further teaching of the present invention provides that the reinforcement element is configured as a sleeve, the clear inner diameter of which preferably substantially corresponds to the clear inner diameter of the first and/or second section.

A further teaching of the invention provides that the stiffening element is surrounded by a base element having substantially the same or a greater height, so that the surrounding base element and the stiffening element preferably have substantially the same wall thickness as the base element arranged above and/or below it.

According to an equivalent fourth solution of the invention, provision is made for a reinforcing element to be provided in the second section. It has surprisingly been found that by providing a reinforcing element, in particular in the second section, an ultra-horizontal increase in stability can be achieved in the base simply in the case of a segmented construction of the base.

A further teaching of the invention provides that the reinforcing element has no through-opening and/or is arranged in the second section without a fastening means. A further teaching of the present invention provides that the reinforcement element is configured as a sleeve, the clear inner diameter of which preferably substantially corresponds to the clear inner diameter of the first and/or second section.

Another teaching of the present invention provides that the reinforcement element is surrounded by base sections of the at least two horizontal elements having substantially the same or a greater height.

An equivalent fifth solution according to the invention provides that a further section of vertically extending base-like formation is provided, which is arranged below the second section and has at least one closed base element, preferably a sleeve-shaped base element, and which is necessary for transmitting the loads of the wind turbine. By providing a pedestal-like section below the second section, the stability of the base can also be increased, surprisingly and in a simple manner, over-horizontally.

A further teaching of the present invention provides that the closed base element of the further section comprises at least two arc-shaped sections. This allows simple transport even in sizes that can only be achieved with special transport or cannot be achieved at all.

Another teaching of the invention provides that the arc segments overlap in the connecting region and that the through-openings also overlap in the overlapping region. A simple and reliable connection can thereby be provided.

Another teaching of the invention provides that the arc segments adjoin one another in the connecting region with substantially vertical contact surfaces. A simple and reliable connection can thereby be provided.

Another teaching of the invention provides that substantially horizontal stiffening elements project from the curved sections in the connecting region, the stiffening elements overlapping in the connecting region. A further teaching of the invention provides that the arc segments taper in the connecting region with respect to their height and/or their width, preferably with through-openings being provided in the tapering section. Another teaching of the invention provides that the horizontal stiffening elements overlap in the tapering section. Another teaching of the present invention provides that the tapering region is filled with mortar. It has surprisingly been found that a particularly load-bearing and cost-effective connection is thereby provided when an arc-shaped section is provided.

Another teaching of the invention with regard to all solutions of the invention provides that vertical and horizontal joints are present between the elements in such a way that vertical and/or horizontal spacers are arranged between the elements. Another teaching of the invention with regard to all solutions of the invention provides that the vertical and/or horizontal joints between the elements are at least partially filled with mortar. Thereby facilitating the stability of the base, since the remaining measures are supported with the provision of an integral connection.

Drawings

The invention is explained in more detail below with the aid of embodiments in conjunction with the drawings. Here:

figures 1 to 6b show views and details of a first embodiment of a base according to the invention;

figures 7 to 14b show views and details of a second embodiment of a base according to the invention;

figures 15 to 20b show views and details of a third embodiment of a base according to the invention; and

fig. 21 to 26 show views and details of a fourth embodiment of the base according to the invention.

Detailed Description

Fig. 1 to 6b show a first embodiment of a foundation 10 according to the invention, which is arranged on a bedding 102 in a foundation pit 101 in a ground 100 in the sectional view of fig. 1. The base has a first section 11 and a second section 12. Furthermore, a third section 13 is provided, which is arranged in the recess 103.

The first portion 11 is designed as a base 20 (see fig. 4a to 4d) comprising a closed base element 14, which is preferably designed here as a ring, so that the base portion 11 has an interior 15. The base element 14 has vertical through-holes 18 in which anchor rods 19 are arranged after mounting the foundation 10 in order to clamp or pretension the foundation 10.

The base member 14 includes a plurality of arcuate segments 16. In this embodiment, these arc segments have an overlap region 17, which is achieved by providing step segments 21 that engage in one another. A through-opening 18 is also provided in the step section 21, so that a clamping or pretensioning also occurs in the step section 21.

The second portion 12 is planar. However, star shapes may alternatively be implemented. A top view of the base 10 is shown in fig. 2. Fig. 3 shows a perspective view of the base 10. The second section is configured to include a plurality of horizontal elements 22 in the form of rib-like elements. These horizontal elements are shown in fig. 5a to 5 d. These horizontal elements extend radially outwards as seen from the inner space 15. The horizontal element has base plates 23 configured in a trapezoidal shape so that all the base plates combined together form one polygonal face approximating a circle (see fig. 2).

On the inner end 24 of the base plate 23, a base section 25 is provided, which corresponds to the base 20 of the first section 11. A through-hole 18 is also provided in the base section 25. The reinforcing wall 26 is arranged vertically on the base plate, the height of the reinforcing wall decreasing, for example, towards the outer end 27 of the base plate 23. Between two adjacent reinforcing walls 26, an upwardly open cavity 28 is formed, into which a filling material (Aufsch guttboden) 104 can be introduced, whereby a load (auflash) can be applied to the second section 12 of the base 10.

On the inner end 24 of the base section 25 of the horizontal element 22, two projections 29 are provided, between which a reinforcing element 30 can be arranged (see fig. 1 and 6a, 6 b). Vertical movement of the reinforcing element 30 is prevented by the projections. These projections 29 are only one possible embodiment for this. Alternatively, these projections can also be omitted and the reinforcing elements 30 having a height less than or equal to the base section height are then only loosely arranged on the inner end 24 of the base section 25. Alternatively, only one projection 29 is provided on the base section 25 above or below.

The reinforcing element 30 is constructed as a one-piece component. The reinforcing element is here preferably provided as a sleeve with an inner space 15. Alternatively, it may be a solid body. The reinforcing element should preferably be dimensioned such that transport of the reinforcing element 30 by a normal truck is possible.

A third section is preferably provided here below the second section 12. This third section also serves to reinforce the base 10. The third section is also here at the same time a support for the fastening element 31 of the anchor rod 19. There is provided a base member 14 comprising a plurality of arcuate segments 16. These arc segments again have an overlap region 17 and a through-opening 18. Alternatively, a plurality of base elements 14 may also be provided. Below the third portion 13, a cavity 105 is provided into which an anchor rod/screw 19 or another alternative fixing means (a wire cable or the like) opens and to which, for example, a nut is screwed as a fixing means 31 in the form of a locking and pretensioning means. The cavity 105 is filled with cast-in-place concrete for reasons of corrosion protection of the fixing means.

Spacers (not shown) may be arranged between the individual elements 14, 16, 22, 30 in order to enable/simplify the filling of the joints with mortar.

Fig. 7 to 14b show a second embodiment of a foundation 10 according to the invention, which is arranged on a pad 102 in a pit 101 in the ground 100 in the sectional view of fig. 7. The base has a first section 11 and a second section 12. Furthermore, a third section 13 is provided, which is arranged in the recess 103.

The first portion 11 is designed as a base 20 (see fig. 10a to 10f) comprising a closed base element 14, which is preferably designed here as a ring, so that the base portion 11 has an interior 15. The base element 14 has vertical through-holes 18 in which anchor rods 19 are arranged after mounting the foundation 10 in order to clamp or pretension the foundation 10. The base element 14 comprises a plurality of arc segments 16 arranged against one another. Here, base elements 14a, 14b and 14c of different heights are provided by way of example. Other base elements 14 are possible, which may also have other alternative heights. A flat support base element 14a is arranged uppermost. The base element 14b is designed to be tall and narrow, so that a reinforcing element 30 (see fig. 7) can be arranged in its interior. The height should be less than or equal to the height of the reinforcing element 30.

The reinforcing element 30 (fig. 11a, 11b) is designed as a one-piece component. The reinforcing element is here preferably provided as a sleeve with an inner space 15. Alternatively, it may be a solid body. The reinforcing element should preferably be dimensioned such that transport of the reinforcing element 30 by a normal truck is possible.

As a height compensation or for reinforcement, a further base element 14c is then provided, for example.

The second portion 12 is planar. However, star shapes may alternatively be implemented. A top view of the base 10 is shown in fig. 8. Fig. 9 shows a perspective view of the base 10. The second section is configured to include a plurality of horizontal elements 22 in the form of rib-like elements. These horizontal elements are shown in fig. 12a to 12 d. These horizontal elements extend radially outwards as seen from the inner space 15. The horizontal element has base plates 23 configured in a trapezoidal shape so that all the base plates combined together form one polygonal face approximating a circle (see fig. 8).

On the inner end 24 of the base plate 23, a base section 25 is provided, which corresponds to the base 20 of the first section 11. A through-hole 18 is also provided in the base section 25. The reinforcing wall 26 is arranged vertically on the base plate, the height of the reinforcing wall decreasing, for example, towards the outer end 27 of the base plate 23. Between two adjacent reinforcing walls 26, an upwardly open cavity 28 is formed, into which fill 104 can be introduced, whereby a load can be applied to the second section 12 of the foundation 10.

To further reinforce the second portion, in particular vertically, a plate 33 (see fig. 7 and 13a, 13b) can be provided on the outer end 34 of the base portion 25, said plate being laid on the base portion, for example with mortar. Said plate 33 extends between the two reinforcing walls 26 of two adjacent horizontal elements 22. Furthermore, the plate preferably extends as far as the base plate 23 and ends flush with the base section 25 on the top.

A third section 13 is preferably provided here below the second section 12. This third section also serves to reinforce the base 10. In addition, the third section also forms a support for the fastening element 31 of the anchor rod 19 with its lowermost base element 14d (see also fig. 14a, 14 b). Here, for example, two base elements 14 are provided, which comprise a plurality of arc segments 16, which are again arranged adjacent to one another here. Alternatively, a further base element 14 can also be provided. In the lowermost base element 14d, a recess 32 is provided, into which the fastening element 31 can be inserted or in which a support element (not shown) can be arranged.

Below the third portion 13, a cavity 105 is provided into which an anchor rod/screw 19 or another alternative fixing means (a wire cable or the like) opens and to which, for example, a nut is screwed as a fixing means 31 in the form of a locking and pretensioning means. The cavity 105 is filled with cast-in-place concrete for reasons of corrosion protection of the fixing means.

Spacers (not shown) may be arranged between the individual elements 14, 16, 22, 30 in order to enable/simplify the filling of the joints with mortar.

Fig. 15 to 20b show a third embodiment of the base 10 according to the invention. In the cross-sectional view of fig. 15, the foundation is arranged on a bedding 102 in a foundation pit 101 in the ground 100. The base has a first section 11 and a second section 12. Furthermore, a third section 13 is provided, which is arranged in the recess 103.

The first portion 11 is designed as a base 20 comprising a closed base element 14, which is preferably designed here as a ring, so that the base portion 11 has an interior 15. The base element 14 has vertical through-holes 18 in which anchor rods 19 are arranged after mounting the foundation 10 in order to clamp or pretension the foundation 10. The base element 14 comprises a plurality of arcuate segments 16 (see fig. 19a, 19b) arranged adjacent to one another.

The second portion 12 is planar. However, star shapes may alternatively be implemented. A top view of the base 10 is shown in fig. 16. Fig. 17 shows a perspective view of the base 10. The second section 12 is configured to include a plurality of horizontal elements 22 in the form of rib-like elements. These horizontal elements are shown in fig. 18a to 18 d. These horizontal elements extend radially outwards as seen from the inner space 15. The horizontal element has base plates 23 configured in a trapezoidal shape so that all the base plates combined together form one polygonal face approximating a circle (see fig. 16).

On the inner end 24 of the base plate 23, a base section 25 is provided, which corresponds to the base 20 of the first section 11. A through-hole 18 is also provided in the base section 25. The reinforcing wall 26 is arranged vertically on the base plate, the height of the reinforcing wall decreasing, for example, towards the outer end 27 of the base plate 23. Between two adjacent reinforcing walls 26, an upwardly open cavity 28 is formed, into which fill 104 can be introduced, whereby a load can be applied to the second section 12 of the foundation 10.

A third section 13 is preferably provided here below the second section 12. This third section serves to reinforce the base 10. It has proven possible, in particular in the case of large base diameters, to provide only the third portion 13 in order to achieve sufficient load transfer.

Furthermore, the third section 13 also forms a support for the fastening element 31 of the anchor rod 19 with its lowermost base element 14d (see also fig. 20a, 20 b). Here, for example, two base elements 14 are provided, which comprise a plurality of arc segments 16, which are again arranged adjacent to one another here. Alternatively, a further base element 14 can also be provided. In the lowermost base element 14d, a recess 32 is provided, into which the fastening element 31 can be inserted or in which a support element (not shown) can be arranged.

Below the third portion 13, a cavity 105 is provided into which an anchor rod/screw 19 or another alternative fixing means (a wire cable or the like) opens and to which, for example, a nut is screwed as a fixing means 31 in the form of a locking and pretensioning means. The cavity 105 is filled with cast-in-place concrete for reasons of corrosion protection of the fixing means.

Spacers (not shown) may be arranged between the individual elements 14, 16, 22, 30 in order to enable/simplify the filling of the joints with mortar.

Fig. 21 to 26 show a fourth embodiment of the base 10 according to the invention, similar to the third embodiment. In the cross-sectional view of fig. 21, the foundation is arranged on a bedding 102 in a foundation pit 101 in the ground 100. The base has a first section 11 and a second section 12. Furthermore, a third section 13 is provided, which is arranged in the recess 103.

The first portion 11 is designed as a base 20 comprising a closed base element 14, which is preferably designed here as a ring, so that the base portion 11 has an interior 15. The base element 14 has vertical through-holes 18 in which anchor rods 19 are arranged after mounting the foundation 10 in order to clamp or pretension the foundation 10. The base element 14 comprises a plurality of arc segments 16 arranged adjacent to one another (see fig. 25a, 25 b).

A particularly preferred connection of the arc segments 16 is shown in fig. 26. The arc segments are arranged adjacent to each other. However, the arcuate section 16 tapers in the connecting region 38. The stiffening element 36 projects horizontally from the curved section 16 in the tapering region 35. In the state arranged for installation, the stiffening elements 36 of adjacent segments 16 are aligned in the connecting region 38/tapering region 35 and overlap one another. These stiffening elements are connected to each other by means of connecting means 37, which are only schematically shown in fig. 26. The arc-shaped section 16 also has through-openings 18 in the tapering region 35 (see fig. 25a, 25b), which are not shown in fig. 26. After the connection of the stiffening element 36, the tapering region 35 is filled with mortar 39, as a result of which the segments are additionally connected to one another in an integral/material joint, which results in a particularly stable connection of the segments 16. It is particularly advantageous here that the overlap region can be greatly reduced by providing a taper. Furthermore, the required amount of mortar 39 is significantly reduced. This makes the use of faster setting mortar economical, so that the foundation installation can be carried out faster.

The second portion 12 is planar. However, star shapes may alternatively be implemented. A top view of the base 10 is shown in fig. 22. Fig. 23 shows a perspective view of the base 10. The second section 12 is configured to include a plurality of horizontal elements 22 in the form of rib-like elements. These horizontal elements are shown in fig. 24a to 24 d. These horizontal elements extend radially outwards as seen from the inner space 15. The horizontal element has base plates 23 configured in a trapezoidal shape so that all the base plates combined together form one polygonal face approximating a circle (see fig. 22).

On the inner end 24 of the base plate 23, a base section 25 is provided, which corresponds to the base 20 of the first section 11. A through-hole 18 is also provided in the base section 25. The reinforcing wall 26 is arranged vertically on the base plate, the height of the reinforcing wall decreasing, for example, towards the outer end 27 of the base plate 23. Between two adjacent reinforcing walls 26, an upwardly open cavity 28 is formed, into which fill 104 can be introduced, whereby a load can be applied to the second section 12 of the foundation 10.

A third section 13 is preferably provided here below the second section 12. This third section serves to reinforce the base 10. It has proven possible, in particular in the case of large base diameters, to provide only the third portion 13 in order to achieve sufficient load transfer.

In addition, the third section 13 also forms a support for the fastening element 31 of the anchor rod 19 with its lowermost base element 14 d. Here, for example, two base elements 14 are provided, which comprise a plurality of arc segments 16, which are again arranged adjacent to one another. Alternatively, a further base element 14 can also be provided. In the lowermost base element 14d, a recess 32 is provided, into which the fastening element 31 can be inserted or in which a support element (not shown) can be arranged.

Below the third portion 13, a cavity 105 is provided into which an anchor rod/screw 19 or another alternative fixing means (a wire cable or the like) opens and to which, for example, a nut is screwed as a fixing means 31 in the form of a locking and pretensioning means. The cavity 105 is filled with cast-in-place concrete for reasons of corrosion protection of the fixing means.

Spacers (not shown) may be arranged between the individual elements 14, 16, 22, 30 in order to enable/simplify the filling of the joints with mortar.

List of reference numerals

10 base 28 cavity

11 first section/base section 29 projection

12 second section 30 reinforcing element

13 third section 31 fixing element

14 base element 32 recess

14a seat base member 33 plate

15 outer end of the inner space 34

16 arc segment 35 taper region

17 overlap region 36 stiffening element

18-via 37 connection device

19 anchor rod 38 connection area

20 base 39 mortar

21 step section 100 floor

22 horizontal element/rib element 101 foundation pit

23 substrate 102 pad layer

24 inner end 103 recess

25 base section 104 fill

26 reinforcing wall 105 cavity

27 outer end of the pipe