The invention relates to a screw foundation system for aligning and fastening a rod- or post-like object in the ground according to a receiving part for such a screw foundation system.
Such screw foundation systems and the sleeve-like receiving parts which can be used therefor and which can be screwed into the ground are known in many forms.
They comprise the sleeve-like receiving part which can be screwed into the ground and which is mostly produced from plastic and which, in the fastened state, accommodates an end region of the rod- or post-like object and surrounds the periphery of said object with a distance at least in certain portions, and a granule-like filling compound (for example sand or grit) or else a curable filling compound, such as a polymer compound or concrete, which, in the fastened state, fills the space between the end region of the rod- or post-like object and the inner contour of the receiving part, and supports the end region of the rod- or post-like object in an alignable manner and—for example after the curing of the curable compound fixedly holds it.
The receiving part can be designed in its (outer and/or) inner contour cylindrically, conically, partly conically, or else as a polygon. The screwing-in tool or a fitting core provided thereon is then adapted to the inner contour in such a way that it can transmit the screwing-in forces to the receiving part by frictional engagement or preferably by form-fitting engagement. For this purpose, if appropriate a substantial or even a full-surface bearing of the fitting core on the inner contour of the associated receiving part can be provided. In the case of a round inner contour, in addition ribs on one part and corresponding grooves on the other part can support the force transmission. In the case of polygonal receiving parts, the corresponding shaping at the fitting core has a corresponding effect.
All these systems are designed in such a way that the rod- or post-like object can be well aligned during erection with the aid of the filling material provided (be it a granular or curable material) and then is fixedly held. This applies in particular also to curable materials, for instance concrete, which subsequently very reliably prevent positional changes of the anchored object.
However, it has been shown that the safeguard against pulling out in the case of extreme tensile loading counter to the screwing-in direction, in which case only curable filling compounds are used anyway as filling compound because granules afford insufficient resistance thereto, is sometimes insufficient and the cured filling compound detaches from the receiving part.
This results in the object of providing a simple and cost-effective safeguard against loosening of the filling compound for such particular loading scenarios.
This object is achieved according to the invention in that the inner contour of the receiving part has undercuts for anchoring the cured filling compound.
This is based on the finding that, in all conventional screw foundations, the anchoring of the filling compound against pulling out of the receiving part suffers from the fact that while the inner contour of the receiving parts is cylindrical, it usually opens conically counter to the screwing-in direction and so there is no form fit between the receiving part and the filling compound in the pulling-out direction. This shaping of the receiving part is justified by the fact that it should be relatively easy to pull the fitting core out of the receiving part again after the receiving part has been screwed into the ground. The result of this, however, is that the safeguard against the cured filling compound being pulled out of the receiving part can be insufficient because the unit consisting of receiving part and anchored object tends to loosen each time it is loaded. This is all the more true since the adhesion between the filling means and the material of the receiving part is very low under certain circumstances.
The undercuts can be formed in the inner contour of the receiving part or be integrally formed thereon. However, they should not be formed as outwardly continuous holes. This is because they could be clogged with earth as they are screwed in and would then miss their purpose.
The undercuts can be formed in an outwardly directed manner in the inner contour of the receiving part. This comes into consideration, for example when the fitting core bears more or less on the entire surface of the inner contour of the receiving part and fills the latter so that there is no room for the undercuts to be formed or integrally formed inwardly.
However, the undercuts can also be formed in an inwardly protruding manner in the inner contour or be integrally formed thereon. If the undercuts of the inner contour of the receiving part are formed or integrally formed in such a way that they protrude inwardly, it must be ensured, however, that they do not impair the function of the screwing-in tool. This risk occurs, for example, when the screw foundation system comprises a screwing-in tool with a dimensionally stable fitting core which can be inserted into the receiving part in order to screw into the latter and then bears in bearing regions on the inner contour of the receiving part and supports these bearing regions and, by means of form-fitting adaptation in certain regions when being introduced, transmits the forces and/or torques required for the introduction to the receiving part with a force path that is short relative to its length. In this case, it must be ensured that the undercuts are arranged outside the bearing regions on the inner contour.
Particular problems result here when the screw foundation system comprises a receiving part which, merely serving as encasing, is designed to be thin-walled in such a way that it obtains its dimensional stability required for screwing in only by means of the form-fitting bearing of the fitting core in certain regions. If the fitting core bears extensively on the inner contour here, undercuts which are possibly only in the form of outwardly directed formations can be provided in the inner contour of the receiving part.
These problems can be easily avoided in that a fitting core is provided for the screw foundation system and is formed for example from a plurality of webs which extend radially away in a star shape from the axis of the screwing-in tool over a length corresponding substantially to the length of the receiving part and which in their outer contour are adapted over their length substantially to the inner contour of the receiving part in such a way that, when inserted therein, they bear in their bearing regions substantially frictionally and/or in a form-fitting manner on the inner contour.
It has been shown, namely, that such bearing of the fitting core on certain regions is quite sufficient also in the case of thin-walled receiving parts in order to support the latter when screwing in and to transmit the screwing-in forces. In such a case, the intermediate spaces between the bearing regions of the fitting core on the receiving part afford sufficient space, however, for inwardly protruding undercuts to be integrally formed on the inner contour of the receiving part.
A further subject of the invention is the sleeve-like plastic receiving part which can be screwed into the ground for a screw foundation system, which receiving part has on its inner contour undercuts for anchoring the cured filling compound, wherein the undercuts should be arranged in particular outside the bearing regions of the fitting core of the screwing-in tool on the inner contour and on the surface of the receiving part can be formed as outwardly directed depressions or can be formed or integrally formed as inwardly directed elevations.
The invention will now be described in more detail by means of exemplary embodiments in accordance with the drawings, in which:
Number | Date | Country | Kind |
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20 2008 010 913 U | Aug 2008 | DE | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/EP2009/060205 | 8/6/2009 | WO | 00 | 3/1/2011 |
Publishing Document | Publishing Date | Country | Kind |
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WO2010/018121 | 2/18/2010 | WO | A |
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20110138705 A1 | Jun 2011 | US |