DE102014006581A1 - Device, method and system for vibration-free and settlement-free foundation and attachment of components in the ground - Google Patents

Abstract

Towers, masts, posts or piles are usually made directly by ramming into the ground or via foundations introduced into the ground. Their orientation is associated with considerable expenses. After setting the concrete, this is no longer possible. In wind turbines, foundations of reinforced concrete are locally produced mostly with shoring, soil improvement measures and massive earthworks. Interventions in nature, transfer of existing facilities and demolition of building remains are the rule. The invention makes it possible to carry out a cost-effective, improved procedure in such foundations without regard to the aforementioned obstacles, as an individual foundation or in the system. According to the invention, a device (8) with a three-dimensional base support body (6), with a cavity (26), with an opening (25) and a hollow body with support plate (29), which is connected to the upper end (23) of an anchorage (9). 17) is connected to a permanent or detachable connection (24) and anchored to the lower end (22) in the ground (3), with a flat support plate (7) with opening (41) permanently or detachably connected, as a receptacle and for Fixing a component, with a Füllköper (28) which fills the cavity (26) to secure the permanent or detachable connection (24) stationary. The system may be formed by a plurality of individual devices (8) individually or connected. Vibration and settlement-free foundation of wind turbines, signal towers, noise barriers or industrial halls.

Description

• • mit mindestens einem Grundtragkörper, vorzugsweise aus Stahl oder einer sonstigen festen Substanz, Materie oder Verbundstoff, – der in seiner geometrischen Form, vorzugsweise einer Halbkugel oder einem sonst möglichen dreidimensionale Körper entspricht, – der nach mindestens einer Seite, vorzugsweise oben, offen ist, – der innen hohl ist, – der mit mindestens einer Öffnung, vorzugsweise am Tiefpunkt oder in der Lage nach den statisch und konstruktiven Erfordernissen, versehen ist, – der mit einem über der Öffnung angeordneten Hohlkörper, vorzugsweise ein Rohr, vorzugsweise oben und unten offen, vorzugsweise mit einem inneren Durchmesser größer als die Öffnung im Grundtragkörper selbst, vorzugsweise mit der unteren, offenen Seite dauerhaft über der Öffnung im Grundtragkörper befestigt, vorzugsweise mit einen seitlich offenen Ausschnitt über die gesamte Länge, vorzugsweise im Inneren mit einer Tragplatte, vorzugsweise dauerhaft befestigt, vorzugsweise mit einer Öffnung in der Tragplatte zur Aufnahme einer dauerhaften oder lösbaren Verbindung, verbunden ist,
• • mit mindestens einer dauerhaften oder lösbaren Befestigung, je nach Erfordernis in beliebigem Winkel zum aufzunehmenden Bauteil im Baugrund verankert ist,
• • mit mindestens einer ebenen Tragplatte, vorzugsweise in Form der Grundplatte des aufzunehmenden Bauteil, vorzugsweise oben, vorzugsweise dauerhaft oder lösbar, vorzugsweise mit mindestens einer Öffnungen, vorzugsweise einem Durchführungsloch oder Gewindeloch oder mit mindestens einem Gewindestab zur Herstellung einer dauerhaften oder lösbaren Verbindung mit der Grundplatte des aufzunehmenden Bauteil,

gebildet ist.The present invention relates to a device which

• Having at least one base support body, preferably made of steel or another solid substance, matter or composite, which corresponds in its geometric form, preferably a hemisphere or an otherwise possible three-dimensional body, which is open after at least one side, preferably at the top, Hollow, which is provided with at least one opening, preferably at the bottom or in the position according to the static and constructional requirements, which is open with a hollow body arranged above the opening, preferably a tube, preferably at the top and bottom, preferably with an inner diameter larger than the opening in the base support body itself, preferably secured with the lower open side permanently above the opening in the base support body, preferably with a laterally open cutout over the entire length, preferably in the interior with a support plate, preferably permanently attached, preferably with egg ner opening in the support plate for receiving a permanent or detachable connection, is connected,
• • anchored in the subsoil with at least one permanent or detachable attachment, as required, at any angle to the component to be picked up,
• Having at least one flat support plate, preferably in the form of the base plate of the male component, preferably above, preferably permanently or detachably, preferably with at least one opening, preferably a feedthrough hole or threaded hole or at least one threaded rod for producing a permanent or releasable connection to the base plate of the component to be picked up,

is formed.

Known state of the art

The erection of components, masts, posts, piles or bars, for example for wind turbines, signal masts, signs or fences, is usually done directly by ramming into the ground or on this purpose introduced into the ground foundation. The required vertical alignment is associated with this operation with considerable expenses and requires the use of additional tools, which is cumbersome and, above all, time-consuming. When setting in concrete, it is no longer possible to align the object after setting the concrete.

In recent years, a few patents have already been issued regarding the founding and fixing of signal pylons near railroad tracks, for example DE 20 2004 015 733 U1 . DE 20 2006 018 112 U1 . DE 20 2008 017 902 U1 , forgive. These patents represent the current state of the art. These are both from the DE 20 2006 018 112 U1 as well as from the DE 20 2004 015 733 U1 Pipe foundations for signal masts known. A pipe is rammed into the ground until only a short, upper section protrudes from the ground. On this section then a sleeve is placed, the top carries a cover plate. The wall of the sleeve is penetrated by a plurality of adjusting screws, which are supported in the radial direction at the upper end of the sleeve in the sleeve. The top plate carries at its four corners fastening bolts on which spacer blocks are arranged. The mast is placed with its mast base on the spacer blocks and secured there by the fastening bolts. In these fastening devices, the load transfer between the sleeve and the upper end of the Rammrohrs pointwise by the radial adjustment screws.

Problem of the invention (lack of the prior art)

However, the execution of foundation by means of Rammrohrgründung is feasible due to the occurring during the ramming jacket friction of the Rammrohres and the limited supply pipe diameter for limited in size component foundations. Furthermore, the execution of a Rammrohrgründung not vibration-free for any adjacent structures and in the rarest cases without settlement in the immediate vicinity of the founding feasible.

With regard to larger, single foundations, such as wind turbines on the mainland, and sometimes offshore, foundations continue to be dominated by large, locally manufactured reinforced concrete foundations, sometimes with shingles, soil improvement measures and massive earthworks. As a result, considerable interventions in the nature, possibly also assignment of existing supply and disposal facilities at the founding site and demolition of non-visible building waste in the ground are foreseeable in advance, the consequences and thus the additional costs, however, only limited estimated.

It is an object of the invention, a cost-effective, improved procedure in the establishment of components with minimal interference with nature, without the allocation of supply and disposal systems and without demolition of the ground remaining building foundations and the improved founding itself, as an individual foundation or specify in the system. This object is achieved with the device according to claim 1 and the method according to claim 29. In addition, claims 25 to 29 indicate an advantageous method and claim 30 the use as a system for vibration and settlement free establishment of component foundations with one or more attachment points.

Problem solving and improvement of the known prior art

The device according to the invention comprises a base support body, which is designed as a geometric, three-dimensional hollow body, for example as a hemisphere floor. Preferably, the basic support body is open at the top. On the open side of the basic support body with a flat support plate permanently or with a detachable connection is firmly connected.

Preferably, the base support body is provided at the bottom with at least one opening, for example a round hole, larger than the diameter of the intended mounting. On this opening, another geometric, three-dimensional hollow body, for example, a pipe whose inner diameter is preferably greater than the opening in the base support body, placed and permanently connected. This patch hollow body can be made according to the static and structural specifications in any angle to the base support body and secured over the opening.

The patch hollow body is laterally, preferably over its entire vertical length, but at least provided over the lower half with a cutout. In the upper half of the hollow body in its interior a horizontal to the axis of the hollow body extending support plate is arranged and permanently attached. The support plate is centrally provided with an opening, preferably a hole according to the selected mounting

The device formed in this way can be produced, for example, from plastic, cast iron, sheet metal, steel or a composite and is replaced by at least one fastening introduced into the ground, for example a micropile DIN EN 14199 , Ground anchors after DIN EN 1537 or soil nail after DIN EN 14490 , firmly anchored with a permanent or detachable connection. These can be manufactured vibration and settlement free and with minimal space requirements in the ground

Device and mounting in the ground are connected directly to each other in the examples mentioned with a building authority approved screw.

Within the basic support body is a cavity. To secure the screw connection between the device and anchoring in the ground, this hollow body can be filled with a filler. Rather, when the hollow body is filled, a positive, cohesive and cohesive bond between the base body and anchoring in the ground. The complete basic support body is formed in the construction of the foundation by filling a curable or thermosetting preferably mineral bonded material into the cavity. As a material for the filling z. B. different types of concrete, especially cement-rich types of concrete with or without coarse grain are used. Alternatively, polymer concrete or other flowable or by suitable measures (eg by heating) moldable masses can be used, which harden or solidify after filling.

Preferably, the attachment of the device in the ground before determining the anchorage in the base support body and introducing the filler into the cavity considerable play. The device can preferably be moved several centimeters horizontally and vertically. The desired position of the device according to the invention and thus of the component can be achieved by aligning the device to the anchorage.

The filler may then be produced by pouring flowable potting compound, such as said concrete, through a central opening in the support plate into the device. The cavity of the device is thereby filled from bottom to top rising to short on the permanent or detachable connection of the anchoring of the device according to the invention.

Within the cavity of the device are the anchoring to the inner lateral surfaces contrasting elements, such as pipes and or the like provided. These serve for a better alignment and fixing of the device and form an additional anti-rotation against rotation of the packing against the anchoring and against rotation of the entire device against the packing. This ensures a torque transmission of the component to the device and thus to the anchorage in the ground. Components with lateral outriggers and asymmetrical wind attack can be safely grounded in this way.

Preferably, the device has a support head in the form of a preferably flat Plate on. This plate is in turn preferably arranged eccentrically to the base support body. In addition to the given by the game between the anchorage in the ground and the device Justiermöglichkeit this results in a further adjustment possibility by the possible rotation of the plate. The plate is formed in geometric shape and size at least the base plate of the male member. It is then infinitely rotatable to achieve a desired axial offset between the base support body and the support plate or the component.

Below the support plate, depending on the design of the basic support body of the device and, if required, a plurality of gusset plates are provided as draw plates, which extend into the interior of the basic support body. The webs allow a good bending moment transmission between the support plate and the base support body.

The foundation of said basic support body of the device according to the invention is very simple. At the predetermined location, for example in an excavation, the depth of which corresponds approximately to the height of the device including the support plate, the device is placed and by means of anchors from, for example, a micro pile after DIN EN 14199 , Ground anchors after DIN EN 1537 or soil nail after DIN EN 14490 anchored in the ground. The upper edge of the support plate of the device is produced approximately at the foundation height of the component. It is now the component with the base plate placed on the support plate of the device and secured with this permanently or with a detachable connection.

The orientation of the device includes, for example, setting a desired height. This can be adjusted by making the device by changing the lengths of the permanent or detachable connections in the base support body of the device. The vertical alignment can also be effected in the context of the very ample play between the anchoring in the ground and the device. Thus, the entire device according to the invention is not only height adjustable in a simple manner, but it can also horizontal tolerances between the device and the anchorage in the ground are compensated.

By a preferably electrically insulating support plate formed fault currents are kept away from the component, which can otherwise lead to a significantly accelerated corrosion of steel components. Such fault currents can arise in particular by induction.

The presented device according to the invention for the attachment of components in the ground shows in addition to be extremely environmentally and immission friendly in execution. It is a quick installation of prefabricated components on site, depending on the task of the foundation, without further, larger manufacturing work possible or provided. Valuable execution time to use and thus the impact of noise and dirt on the environment as well as costs and resources can be saved, larger interventions in nature as in conventional foundations are avoided, foundations are almost possible at all locations.

Further details of advantageous embodiments of the invention will become apparent from the drawings, the description or claims. The description is limited to essential aspects of the invention and other conditions. The drawing reveals more details and is complementary.

Embodiment of the invention

An embodiment of the invention is illustrated in the drawings and will be described in more detail below.

Show it:

1 a wind turbine including foundation in a schematic vertical section

2 the device according to the invention, the foundation and the lower part of the tower of the wind turbine to be founded in a schematic vertical sectional view

3

• a) the device with permanently connected support plate in a perspective view
• b) the device with detachably connected support plate in perspective view

4

• a) the device according to 3a in the plan view
• b) the device after 3b in the plan view

5

• a) the device according to 3a in the view from below
• b) the device after 3b in the view from below

6 the attachment of the basic support body with an introduced into the ground anchorage and the permanent or detachable connection with the anchorage in a schematic vertical section

7 Detail of the basic support anchoring in perspective view; Hollow body with support plate

8.1 -4) different stages of foundation in schematic vertical section

9 the device before setting the anchorage and filling the potting compound in the pre-aligned state in a schematic vertical section

10 the device as a connected system in a schematic representation

In 1 is a wind turbine 1 with tower 2 , at the foundation site in the subsoil 3 existing building remains 4 , a supply and disposal line 5 , the foundation body 6 and the flat support plate 7 the device according to the invention 8th founded on several anchorages 9 - 17 in the ground 3 , For example, as micropiles shown. In the immediate vicinity of the wind turbine 1 are more to the wind turbine 1 associated buildings, such as a transformer station 18 and one or more transmission towers 19 arranged. 2 exemplifies the tower or the tower base of a wind turbine. He is from a device 8th worn in the ground 3 is erected. Likewise, the transformer station 18 and the transmission towers 19 with a size adapted, smaller embodiment of the device 8th system and anchors 9 - 17 in the ground 3 to be founded.

To the device 8th is the anchorage 9 - 17 in the ground, preferably with a calculated, statically and constructively required deviation 20 to the vertical axis 21 of the component to be picked up in the ground 3 are made ( 2 ). The anchorage 9 - 17 in the ground 3 has a lower end 22 as well as an upper end 23 on. While each larger part of the anchorages 9 - 17 from the bottom 22 to about the lower half of the permanent or detachable connection 24 in the ground 3 runs, each extending the upper end 23 the anchorages 9 - 17 through one opening each 25 and one each placed on the opening and permanently connected hollow body with support plate 29 ( 7 ) within the basic support body 6 the device 8th ( 6 ). The top half of the permanent or detachable connection 24 is on the respective upper end 23 the anchorages 9 - 17 put on and with the basic support body 6 or on the opening 25 attached hollow body with support plate 29 the device 8th firmly connected ( 6 ). The hollow body with support plate 29 can, depending on use, in any angle with the Grundtragkörper 6 permanently connected.

The cavity 26 in the basic support body 6 the device 8th will be up to just above the top layer 27 (dashed line 9 ) permanent or detachable connection 24 the anchorages 9 - 17 filled with suitable filling material, such as concrete. The filling compound forms a packing 28 that the cavity 26 of the basic body of support 6 the device 8th preferably completely filled.

The filler 28 On the one hand serves the definition of the upper half of the permanent or detachable connection 24 within the basic body 6 the device according to the invention 8th against shaking loose by vibration and as anti-rotation against rotation of the packing 28 against the anchorages 9 - 17 and against rotation of the entire device 8th against the filler 28 ,

With the base body 6 becomes a flat support plate 7 for example in the form of a plan view ( 4 ) flat ring permanently 30 ( 4a ) welded or with a detachable connection 31 ( 4b ) by high-strength bolts 32 connected.

The flat support plate 7 which extends substantially horizontally in this case of use is in a permanent connection 30 ( 3a . 4a . 5a ) with the upwardly open side of the basic support body 6 and inside the basic body 6 permanently attached pull plates 33 welded.

In the case of a version with a detachable connection 31 ( 3b . 4b . 5b ) are the side of the as a support plate 7 trained body permanently vertically welded tensile plates 34 with tabs 35 horizontally within the ground support body 6 the device 8th guided and with a detachable connection 31 by high-strength bolts 32 connected.

Both the pull plates 33 as well as the pull plates 34 cause a stiffening of the connection between the base support body 6 and support plate 7 the device according to the invention 8th ,

The support plate 7 can, depending on use, in any angle with the Grundtragkörper 6 permanently or detachably connected.

The flat support plate 7 is how the 3 . 4 and 5 illustrate, all around with mounting holes 36 provided for fixing the tower base 2 serve by means of bolts. The tower base 2 is preferably with a foot plate 37 Mistake. The foot plate 37 is preferably over welded gusset plates 38 with the tower base 2 connected or is permanently with the tower base 2 welded. The attachment of the tower base 2 on the device 8th takes place, as can be seen by a pure steel-to-steel connection. If electrical insulation against the support plate 7 is desired, can between the support plate 7 and the foot plate 37 an insulator, e.g. B. be arranged in the form of a plastic insert. In addition, the fastening bolts can be provided with insulation.

The basic support body 6 is in the cavity 26 preferably on its inner lateral surfaces with at least one preferably a plurality of elements which are lifted off transversely to the longitudinal axis, for example in the form of cones 39 to be provided in addition to serve as anti-rotation, to prevent the support plate 7 with only one detachable connection 31 in the packing 28 rotates

It is also in the cavity 26 at least one more with the Grundtragkörper 6 Connected structure to prevent rotation of the packing 28 intended. Such a structure may be, for example, through one or more transverse to the cavity 26 extending rods 40 be formed.

As well as from the 3 . 4 and 5 it can be seen, the support plate 7 with an opening 41 Be provided in the cavity 26 of the basic support body 6 the device according to the invention 8th leads.

To found the device 8th in the ground 3 the procedure is as follows:
Basically, the foundation on a level foundation 3 respectively. Preferably, a pit 42 in the ground 3 dug out the outer dimensions in height and width of the device 8th corresponds to 8.1 ). In this pit 42 becomes the device 8th brought in ( 8.2 and 8.3 ). By means of a device not further described become the anchorages 9 - 17 from, for example, a micropile DIN EN 14199 , Ground anchors after DIN EN 1537 or soil nail after DIN EN 14490 according to static and structural requirements in the subsoil 3 produced. The openings 25 with the hollow bodies with support plate 29 in the basic support body 6 the device according to the invention 8th serve as a template ( 8.4 ).

In the following, the device will now be 8th , in particular the hollow body with support plate 29 as he is in 6 is shown separately, in the cavity 26 with the anchors 9 - 17 in the ground 3 through a permanent or detachable connection 24 with the respective upper end 23 the anchorages 9 - 17 firmly connected. This is the device 8th with the help of permanent or detachable connection 24 initially aligned in height and location ( 6 ). By appropriate adjustment of the upper and lower half of the permanent or detachable connection 24 becomes the device 8th in the desired height position and in the desired orientation (for example, exactly horizontal or slightly inclined to the horizontal) brought.

Is the device according to the invention 8th adjusted and the anchors 9 - 17 in the ground 3 set, potting compound, for example, appropriate concrete in the cavity 26 of the basic body of support 6 filled. This can be through the opening 41 the support plate 7 happen through. This will be the cavity 26 until shortly above the uppermost position 27 (dashed line 8th ) permanent or detachable connection 24 the anchorages 9 - 17 of the basic body of support 6 filled. After the filling material is at least partially solidified, the remaining excavation can 42 in the ground 3 if necessary and not yet through an opening 25 done with filler, filled and the tower base 2 on the support plate 7 the device 8th mounted and mounted.

The device according to the invention 8th may be provided at a suitable location with one or more openings, which are otherwise not shown. These openings are preferably below the support plate 7 arranged and serve, for example, the introduction of cables or conduits, passing through the filler 28 and the support plate 7 through the opening 41 the support plate 7 or through other openings into the tower base 2 extend.

The device according to the invention 8th has one or more anchorages 9 - 17 in the ground 3 on, at least by a Grundtragkörper 6 , in particular the hollow body with support plate 29 , are connected. With this basic support body 6 is a flat support plate 7 permanent 30 or with a detachable connection 31 connected, preferably, the entire device 8th designed as a welded steel part. Preferably, there is no electrically conductive connection between the support plate 7 and the tower base 2 , Through the game between the anchorages 9 - 17 and the device 8th and optionally by eccentric arrangement of the support plate 7 is an adjustment of the device 8th almost unlimited possible. The connection between the device according to the invention 8th and the anchorages 9 - 17 in the ground 3 done by a permanent or detachable connection 24 ,

The device according to the invention 8th is easy to build by simple means by hand, with an attachment to an existing hydraulic device or with a self-propelled drill, with a high production reliability is achieved with low installation costs.

LIST OF REFERENCE NUMBERS

1

Wind turbine

2

Tower / Tower base

3

Building

4

building remains

5

Supply and disposal lines

6

Basic support body

7

support plate

8th

Device / inventive device

9-17

anchoring

18

Trafostation

19

Pylons

20

static and constructive deviation

21

vertical axis

22

lower end

23

top end

24

permanent or detachable connection

25

opening

26

cavity

27

topmost location

28

packing

29

Hollow body with support plate

30

Support plate permanently welded

31

Support plate with detachable connection

32

high strength bolts

33

Pull plate welded

34

Draw sheet bolted

35

tabs

36

mounting hole

37

Base plate tower base

38

gusset plate

39

Pin (not shown)

40

Rods (not shown)

41

opening

42

excavation

QUOTES INCLUDE IN THE DESCRIPTION

This list of the documents listed by the applicant has been generated automatically and is included solely for the better information of the reader. The list is not part of the German patent or utility model application. The DPMA assumes no liability for any errors or omissions.

Cited patent literature

• DE 202004015733 U1 [0003, 0003]
• DE 202006018112 U1 [0003, 0003]
• DE 202008017902 U1 [0003]

Cited non-patent literature

• DIN EN 14199 [0010]
• DIN EN 1537 [0010]
• DIN EN 14490 [0010]
• DIN EN 14199 [0018]
• DIN EN 1537 [0018]
• DIN EN 14490 [0018]
• DIN EN 14199 [0048]
• DIN EN 1537 [0048]
• DIN EN 14490 [0048]

Claims (30)

contraption 8th , in particular for point foundations, in particular for rising components or other loads, with a base support body 6 , with an opening 25 , with a cavity 26 , with one on the opening 25 attached hollow body with support plate 29 connected, with the lower end 22 an anchorage 9 - 17 in the ground 3 anchored and with the top end 23 an anchorage 9 - 17 with a permanent or detachable connection 24 in a cavity 26 with the hollow body with support plate 29 connected, with a flat support plate 7 , as a receptacle and for fixing a component and with a Füllköper 28 that the cavity 26 fills in the anchorages 9 - 17 in the cavity 26 Secure secure is formed contraption 8th according to claim 1, characterized in that the basic support body 6 is formed in any three-dimensional, geometric shape with an open side. contraption 8th according to claim 1, characterized in that the anchoring 9 - 17 through at least one in the ground 3 introduced micro pile according to DIN EN 14199 is formed. contraption 8th according to claim 1, characterized in that the anchoring 9 - 17 through at least one in the ground 3 introduced Verpressanker according to DIN EN 1537 is formed. contraption 8th according to claim 1, characterized in that the anchoring 9 - 17 through at least one in the ground 3 introduced soil nail according to DIN EN 14490 is formed. contraption 8th according to claim 1, characterized in that the anchoring 9 - 17 through at least one in the ground 3 introduced other anchoring or fastening system is formed. contraption 8th according to claim 3 to 6, characterized in that the at least one anchorage 9 - 17 with her upper end 23 through at least one opening 25 of the basic support body 6 in the cavity 26 to be led. contraption 8th according to claim 1, characterized in that the plurality of opening 25 in the basic support body 6 are formed. contraption 8th according to claim 3 to 8, characterized in that each anchorage 9 - 17 with her upper end 23 through one on the opening 25 attached and with the basic support body 6 permanently connected hollow body with support plate 29 in the cavity 26 to be led. contraption 8th according to claim 3 to 9, characterized in that each anchoring 9 - 17 with at least one permanent or detachable connection 24 with the hollow body with support plate 29 is formed. contraption 8th according to claim 1, characterized in that the support plate 7 through a permanent connection 30 with the basic support body 6 is formed. contraption 8th according to claim 11, characterized in that the permanent connection 30 the support plate 7 additionally by at least one pull plate 33 is formed. contraption 8th according to claim 1, characterized in that the support plate 7 through a detachable connection 31 with the basic support body 6 is formed. contraption 8th according to claim 13, characterized in that the releasable connection 31 the support plate 7 through at least one pull plate 34 with at least one tab 35 is formed. contraption 8th according to claim 1, characterized in that the support plate 7 with at least one opening 41 is formed. contraption 8th according to claim 1, characterized in that the support plate 7 with at least one transversely extending element 39 . 40 is formed. contraption 8th according to claim 1, characterized in that the basic support body 6 with at least one transversely extending element 33 . 34 is formed. contraption 8th according to claim 16, characterized in that the element 39 . 40 a rod is. contraption 8th according to claim 1, characterized in that the Traplatte 7 is designed as a flat plate. contraption 8th according to claim 19, characterized in that the Traplatte 7 can be designed as any planar geometric shape. contraption 8th according to claim 1, characterized in that the device is formed of metal. contraption 8th according to claim 21, characterized in that the device is formed of another solid substance or matter. contraption 8th according to claim 21 and 22, characterized in that the device is formed of composite material. contraption 8th according to claim 1, characterized in that the filling body 28 a hardened mineral bound, in a flowable state in the cavity 26 is introduced body. contraption 8th according to claim 1, characterized in that the ground 3 as the "substance or matter to be established" is defined. contraption 8th according to claim 25, characterized in that the ground 3 is formed from a permanently or temporarily solid substance or matter. contraption 8th according to claim 1, characterized in that the basic support body 6 with support plate 7 can be formed at any angle to the component. contraption 8th according to claim 1, characterized in that the support plate 7 at any angle on the basic support body 6 is formed. Component foundation, built with a procedure with the following steps: Device 8th , the at least one basic support body 6 , at least one flat support plate 7 and at least one cavity 26 has, on pre-profiled ground 3 hang up or the pit 42 lift through at least one opening 25 with attached hollow body with support plate 29 will be at least one anchorage 9 - 17 with its statically and structurally predetermined lower end 22 in the ground 3 manufactured until its statically and structurally predetermined upper end 23 in the cavity 26 of the basic support body 6 the device 8th stands out, make permanent or detachable connection 24 between the upper end 23 anchoring 9 - 17 and the upper end of the permanently with the basic support body 6 connected hollow body with support plate 29 , Positioning the device 8th with the permanent or detachable connection 24 on the support plate of the hollow body 29 , Filling a hardenable mass into the cavity 26 , Hardening of the mass to form a stemming filler 28 System foundation, as several devices 8th can be formed according to claim 1 individually or with each other connected to a multipoint fastening system.

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