Mobile foundation for tower cranes and fast-erecting cranes

Abstract

The mobile foundation for tower cranes and fast-erecting cranes comprises at least two floor elements made from metal, which may be releasably connected to one another, in particular screwed to one another, wherein the floor elements have anchoring devices for a crane tower. Transportable, reusable ballast weights may be supported on at least one support surface of the foundation. There is provided a passage element having uprights and/or side walls, wherein the uprights or side walls, respectively, have a height of at least 2.1 m, preferably of at least 2.3 m, wherein the passage element may be releasably connected to the floor elements, in particular screwed thereto.

Claims

1. A mobile foundation for tower cranes and fast-erecting cranes, comprising: two floor elements made from metal, which may be releasably connected to one another, wherein the floor elements include anchoring devices for a crane tower.

2. The mobile foundation for tower cranes and fast-erecting cranes according to claim 1, wherein the floor elements are connected to one another at their side walls by the side walls having through-holes for screws, wherein positions of the through-holes in the side walls of the floor elements correspond to one another and are configured to be aligned with one another in a case of a side-by-side arrangement of the floor elements.

3. The mobile foundation for tower cranes and fast-erecting cranes according to claim 1, wherein each floor element comprises beams connected to one another by welding.

4. The mobile foundation for tower cranes and fast-erecting cranes according to claim 3, wherein at least some of the beams are configured as H-beams or T-beams.

5. The mobile foundation for tower cranes and fast-erecting cranes according to claim 3, wherein the floor elements include cover plates and/or base plates, which are connected to at least some of the beams.

6. The mobile foundation for tower cranes and fast-erecting cranes according to claim 5, wherein the cover plates and/or the base plates include recesses.

7. The mobile foundation for tower cranes and fast-erecting cranes according to claim 5, wherein the cover plates and/or the base plates include the anchoring devices for a crane tower.

8. The mobile foundation for tower cranes and fast-erecting cranes according to claim 1, wherein the mobile foundation has transportable ballast weights and at least one support surface for the transportable ballast weights.

9. The mobile foundation for tower cranes and fast-erecting cranes according to claim 1, a passage element having uprights and/or side walls is provided, wherein a clear height between the uprights or the side walls, respectively, has a height of at least 2.1 m, or at least 2.3 m, wherein the passage element is configured to be releasably connected to the floor elements or screwed thereto.

10. The mobile foundation for tower cranes and fast-erecting cranes according to claim 9, wherein the passage element has the uprights having beams connectable to one another at the upper end thereof and optionally additional strut members, wherein the beams form a support for transportable ballast weights.

11. The mobile foundation for tower cranes and fast-erecting cranes according to claim 9, wherein the uprights carry a cover plate at the upper end thereof, wherein the cover plate forms a support for transportable ballast weights.

12. The mobile foundation for tower cranes and fast-erecting cranes according to claim 9, wherein floor elements have a height of a maximum of 70 cm, or of a maximum of 50 cm, more or a maximum of 40 cm.

13. The mobile foundation for tower cranes and fast-erecting cranes according to claim 9, wherein the foundation with the floor elements in the region of the passage element has ramp or stair elements that are configured to be releasably connected and a width of which corresponds to at least a clear width of the passage element.

14. The mobile foundation for tower cranes and fast-erecting cranes according to claim 9, wherein the floor elements are composed of steel.

15. The mobile foundation for tower cranes and fast-erecting cranes according to claim 9, wherein the passage element is composed of steel.

16. The mobile foundation for tower cranes and fast-erecting cranes according to claim 9, wherein the anchoring devices for the crane tower comprise through-holes or threaded holes in the floor elements and/or mechanical protection elements against unscrewing of nuts or holding elements attached at the floor elements.

17. The mobile foundation for tower cranes and fast-erecting cranes according to claim 16, the mechanical protection elements comprising clamps.

18. The mobile foundation for tower cranes and fast-erecting cranes according to claim 1, the wherein the floor elements are screwed to one another.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The invention is now explained in greater detail by way of an exemplary embodiment in reference to the drawings. The drawings show:

[0018] FIG. 1 and FIG. 2 schematic perspectives of the essential components of the inventive mobile foundation for tower cranes and fast-erecting cranes;

[0019] FIG. 3 and FIG. 4 schematic perspectives of the inventive mobile foundation for tower cranes and fast-erecting cranes in the assembled condition.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0020] The exemplary embodiment depicted in the FIGS. 1 to 4 of the inventive mobile foundation for tower cranes and fast-erecting cranes comprises two floor elements 2, 3 made from metal, which may be releasably connected to one another, in particular screwed to one another. The floor elements have anchoring devices 4 for a crane tower 5. The anchoring devices 4 for the crane tower 5 are configured as through-holes, optionally having protection elements against unscrewing of nuts, they may, however, alternatively also comprise holding elements, in particular clamps, attached to the floor elements 2, 3. The crane tower is not an integral part of the present invention but rather a part of a tower crane or fast-erecting crane, for which the foundation 1 forms a temporary foundation.

[0021] The floor elements 2, 3 have side walls 2a, 3a, at which they may be connected to one another. For this purpose, there are provided in the side walls 2a, 3a through-holes 6, wherein the positions of the through-holes 6 in the side walls 2a, 3a of the floor elements 2, 3 correspond to one another such that in the case of an arrangement side-by-side of the side walls 2a, 3a of the floor elements 2, 3 the through-holes 6 may be aligned with one other in order to subsequently connect the side walls 2a, 3a releasably to one another by way of screws or bolts passed through the through-holes 6. The floor elements 2, 3 comprise beams 7 that are connected to one another, in particular welded to one another. At least some of the beams 7 may be configured as H-beams or T-beams. The floor elements 2, 3 further have cover plates 8 and base plates 9, which are connected to at least some of the beams 7. Instead of the configuration of H-beams or T-beams, the cover plates 8 and the base plates 9 may be welded to vertically arranged plates or I-beams. In order to reduce weight, the cover plates 8 have recesses 8a. The anchoring devices 4 for the crane tower 5 are configured within the cover plates 8. In this way, there is achieved a uniform distribution onto the ground of forces introduced from the crane tower 5 into the foundation 1.

[0022] The mobile foundation 1 for tower cranes and fast-erecting cranes further comprises a passage element 10 having vertical uprights 11. As an alternative or addition to the uprights 11, the passage elements 10 may be configured having side walls (not depicted in the drawings). The clear height between the uprights 11 or the side walls, respectively, is at least 2.1 m, preferably at least 2.3 m. The uprights 11 are connected at the upper end thereof to beams 12, e.g., H-beams. In order to increase strength and stability, there may additionally be provided beam members not depicted in the drawing. The beams 12 form a support for transportable, reusable ballast weights 13, which may serve for weighing down the mobile foundation 1. As a supplement or an alternative, the ballast weights 13 may also be supported on the floor elements 2, 3, in particular also on the cover plates 8. The stability of the crane will be ensured by these reusable ballast elements 13.

[0023] The passage element 10 may be screwed to the floor element 2. For the passage element 10 being passed through by pedestrians without any effort, the floor elements 2, 3 are configured having a height of a maximum of 50 cm, preferably of a maximum of 40 cm. In order to make the passage element 10 also usable for strollers, wheelchairs etc., there is provided a continuous trafficability by the foundation 1 being provided laterally of the floor elements 2, 3 with ramp elements arranged in the region of the passage element 10 and not depicted in the drawings. The width of the ramp elements shall be at least as large as the clear width of the passage element 10.

[0024] The floor elements 2, 3 and the components of the passage element 10 are preferably composed of steel parts of the required quality.