Crane, in particularly overhead crane or gantry crane, comprising at least two crane girders

Abstract

The invention relates to a crane, in particular an overhead crane or gantry crane, having at least two crane girders that extend horizontally in a longitudinal direction. The crane is designed as trussed girders and each girder includes an upper run with a moveable crane trolley and lifting gear. Each crane girders is composed of two upper run profiles that are connected together via a running rail for the crane trolley. By way of such a design, particularly simple assembly of the crane girders or of the crane can be achieved. Therefore, commercially available, conventional structural steel can be used for the upper run, from which the upper run is produced in a simple manner in terms of manufacturing technology by simple connection to a corresponding running rail.

Claims

1. A crane comprising: at least two crane girders that extend horizontally in a longitudinal direction, wherein the girders are designed as trussed girders and each includes an upper run configured to support a movable crane trolley having a lifting gear, wherein the upper runs are each composed of a first upper run portion and a second upper run portion, which two upper run portions are connected together by a running rail positioned atop and spanning a gap defined between the two upper run portions of each upper run.

2. The crane of claim 1, wherein the upper run portions each comprise a horizontal flange and in each case the running rail is attached to upper sides of two adjacent flanges in order to connect the upper run portions of one of the upper runs.

3. The crane of claim 2, wherein the upper run portions are formed as angular profile girders and each include a vertical web adjoining the respective flange.

4. The crane of claim 3, wherein the crane girders designed as trussed girders comprise struts and posts that each have upper apertures, into which the vertical webs protrude.

5. The crane of claim 2, wherein the running rail is arranged centrally between the upper run portions.

6. The crane of claim 2, wherein the upper run portions are formed as angular profile girders and each include a vertical web adjoining the flange.

7. The crane of claim 6, wherein the vertical webs extend in parallel with each other and are spaced apart from each other by the gap.

8. The crane of claim 2, wherein the running rail is welded to the upper run portions.

9. The crane of claim 1, wherein the running rail is arranged centrally between the upper run portions.

10. The crane of claim 9, wherein the upper run portions are formed as angular profile girders and each include a vertical web adjoining the flange.

11. The crane of claim 10, wherein the vertical webs extend in parallel with each other and are spaced apart from each other by the gap.

12. The crane of claim 9, wherein the running rail is welded to the upper run portions.

13. The crane of claim 1, wherein the running rail is produced from a solid material.

14. The crane of claim 1, wherein the running rail has a rectangular cross-section.

15. The crane of claim 1, wherein the running rail is welded to the upper run portions.

16. A crane comprising: at least two crane girders that extend horizontally in a longitudinal direction, wherein the girders are designed as trussed girders and each includes an upper run configured to support a movable crane trolley having a lifting gear; wherein the upper runs are each composed of a first upper run portion and a second upper run portion; a running rail positioned atop and spanning between the two upper run portions of each upper run, wherein the two upper run portions are connected together by the running rail; wherein the upper run portions are formed as angular profile girders and each include a vertical web adjoining a horizontal flange; and wherein the vertical webs extend in parallel with each other, are spaced apart from each other by a gap, and the gap is bridged by the running rail.

17. The crane of claim 16, wherein the crane girders designed as trussed girders comprise struts and posts that each have upper apertures, into which the vertical webs protrude.

18. The crane of claim 16, wherein the running rail is arranged centrally between the upper run portions, and wherein the crane girders designed as trussed girders comprise struts and posts that each have upper apertures, into which the vertical webs protrude.

19. The crane of claim 18, wherein the upper run portions each comprise a horizontal flange and in each case the running rail is attached to upper sides of two adjacent flanges in order to connect the upper run portions of one of the upper runs.

20. A crane comprising: at least two crane girders that extend horizontally in a longitudinal direction, wherein the girders are designed as trussed girders and each includes an upper run configured to support a movable crane trolley having a lifting gear; wherein the upper runs are each composed of a first upper run portion and a second upper run portion; a running rail positioned atop and spanning between the two upper run portions of each upper run, wherein the two upper run portions are connected together by the running rail; wherein the upper run portions are formed as angular profile girders and each include a vertical web adjoining a horizontal flange; and wherein the crane girders designed as trussed girders comprise struts and posts that each have upper apertures, into which the vertical webs protrude.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 is a perspective view of an overhead crane designed as a double-girder crane, having two crane girders in accordance with the invention; and

(2) FIG. 2 is a cross-sectional view of one of the two crane girders of FIG. 1.

DESCRIPTION OF THE PREFERRED EMBODIMENTS

(3) Referring now to the drawings and the illustrative embodiments depicted therein, a crane 1 is designed as a double-girder overhead crane. It will be appreciated that the explanations given hereinafter with reference to an overhead crane also apply mutatis mutandis, to a gantry crane. The crane 1 includes two crane girders 2 designed as trussed girders that each extend in their longitudinal direction LR with the same length L and are oriented horizontally, in parallel and spaced apart from each other. First and second travelling mechanisms 7, 8 are attached to the opposite ends of the two crane girders 2 so that a frame is formed in plan view. The crane 1 can be moved in a horizontal direction of travel F transverse to the longitudinal direction LR of the crane girders 2 on rails, not illustrated, via the travelling mechanisms 7, 8. The rails are typically arranged at a height above the ground and for this purpose can be elevated, for example, via a suitable bearing structure or attached to opposite building walls. In order to move the crane 1 or the crane girders 2 thereof, the first travelling mechanism 7 is driven by a first electric motor 7a and the second travelling mechanism 8 is driven by a second electric motor 8a. A crane trolley 9 having a lifting gear designed as a cable winch is placed onto the two crane girders 2 and can be moved transverse to the direction of travel F of the crane 1 and along the longitudinal direction LR of the crane girders 2 via further travelling mechanisms. The crane trolley 9 runs on the upper runs 3 of the two crane girders 2. For this purpose, a running rail 13 having a corresponding running surface 13a is provided, preferably centrally, on each of the two upper runs 3 so that the crane trolley 9 is arranged between the crane girders 2. Accordingly, the crane trolley 9 arranged centrally between crane girders 2 can be moved between the two crane girders 2 and between the travelling mechanisms 7, 8. A load picking-up means of the cable winch arranged on the crane trolley 9 can be lowered or raised between the two crane girders 2. The crane 1 additionally includes a crane controller 10 and an overhead control switch 11 connected thereto, whereby the crane 1 or the electric motors 7a, 8a and the crane trolley 9 having the cable winch can be actuated and operated separately from each other.

(4) The trussed structures of the two crane girders 2 are of identical design and each substantially include upper run 3, lower run 4, diagonally extending struts 5, and vertical posts 6. The struts 5 are generally considered to be those elements of a trussed structure that extend in an inclined manner or diagonally. The struts 5 of a trussed structure thereby differ from the elements that extend exclusively vertically and are designed as posts 6.

(5) The upper run 3 and the lower run 4 each extend mostly in a straight line, spaced apart from one another and in parallel in the longitudinal direction LR between the travelling mechanisms 7, 8 except for at the opposite ends of the crane girders 2. The upper run 3 and the lower run 4 of each crane girder 2 are spaced apart from each other vertically.

(6) FIG. 2 illustrates a cross-sectional view of one of the two crane girders 2, with the aid of which the more precise structure of the crane girders 2 is explained.

(7) Each upper run 3 is composed of two first and second upper run profiles 3d, 3e, which are arranged in a horizontal plane and are spaced apart from each other horizontally, and of the running rail 13 for the crane trolley 9, the running rail being welded to the upper run profiles 3d, 3e. In this case, the upper run profiles 3d, 3e and the running rail 13 extend in parallel in the longitudinal direction LR of the crane girder 2.

(8) The two upper run profiles 3d, 3e are formed by an L-profile or angular profile girder, which in each case comprises a vertical web 3a and a horizontal flange 3c arranged at right angles thereto. The lower run 4 is likewise composed, analogously to the upper run 3, of two L-profile or angular profile girders, namely a first lower run profile 4d and a second lower run profile 4e. Each lower run profile 4d, 4e thus also includes a horizontal flange 4f and a vertical web 4a that are arranged at right angles to each other accordingly. The downwardly directed webs 3a of the upper run profiles 3d, 3e of the upper runs 3 and the upwardly directed webs 4a of the lower run profiles 4d, 4e of the lower runs 4 face each other. The distance of the outermost edges, as seen in the longitudinal direction LR, of the flanges 3c, 4f of the upper run profiles 3d, 3e or of the lower run profiles 4d, 4e moreover produces a width B of the corresponding crane girder 2.

(9) FIG. 1 shows that the upper run 3 and the lower run 4 are connected together via several struts 5 and posts 6, which are each laminar. In this case, the laminar struts 5 or surface struts and posts 6 preferably absorb forces in the direction of their longitudinal axis and thus in the plane of extension of their planar major surface. Such surface elements or surface support structures are designated as discs in engineering mechanics whereas surface elements loaded perpendicularly to their plane of extension or major surface are designated as plates. Discs and thus also the surface struts differ e.g., from rods or rod-shaped posts and struts in that their thickness dimensions are substantially smaller than the length and width dimensions determining the planar extension of the disc. Accordingly, laminar struts 5 can also be designated as surface struts or disc struts.

(10) In this case, the struts 5 are designed as a sheet metal profile having a major surface 5a having a substantially rectangular cross-section and are designed in particular to be mirror-symmetrical with respect to their longitudinal axis LA, wherein the long sides thereof are overturned in the form of minor surfaces 5b to increase the buckling strength at least in a central region. The basic structure of the laminar posts 6 correspondsin the case of correspondingly adapted dimensionssubstantially to the structure of the laminar struts 5. In this case, each of the laminar posts 6 extends with a major surface 6a transversely with respect to the longitudinal direction LR of the crane girder 2 and with minor surfaces 6b, which are folded at a right angle with respect thereto, in this longitudinal direction LR. The laminar posts 6 can also be arranged or oriented in such a manner that the minor surfaces 6b point towards or away from one of the ends of the crane girder 2.

(11) The trussed structure of each crane girder 2 is terminated at the opposite ends of the upper run 3 and of the lower run 4 by an adapter 12 in each case. The upper run 3 and the lower run 4 are connected using the adapters 12 to form a frame.

(12) Starting from one of the two adapters 12 as seen in the longitudinal direction LR of the crane girder 2, the first laminar post 6 forms, together with a first strut 5 connected to the lower run 4, a common lower node point UK on the lower run 4. The first strut 5 extends in the longitudinal direction LR obliquely at a setting angle 2 in the direction of the upper run 3 and is fastened at that location. In this case, the setting angle 2 is enclosed by the first strut 5 and the post 6 terminating in the lower node point UK. Preferably, the setting angle 2 is in a range of 35 degrees to 55 degrees and in particular is preferably 45 degrees. A second strut 5 adjoins the first strut 5 at the upper run 3 and extends obliquely at the setting angle 2 downwards to the next lower node point UK on the lower run 4. This is repeated until the struts 5 reach the opposite end of the crane girder 2. Therefore, each strut 5 together with a laminar post 6 forms in the region of the corresponding lower node point UK on the lower runs 4 a setting angle 2 of the same size. In this case, an even number of struts 5 arranged in the manner of a pitched roof obliquely or diagonally with respect to one another is always used, so that the last strut 5 terminates at, and descends towards, the lower run 4. Depending upon the length L of the crane girder 2, prior to assembly the setting angle 2 is determined, so that an even number of struts 5 is used such that each have the same length and are at the same setting angle 2. As a consequence, the upper run 3, which bears the running rail 13, is reinforced to protect it against bending.

(13) The struts 5 are oriented within the trussed structure of each crane girder 2 such that in each case their major surface 5a extends transversely with respect to the longitudinal direction LR of the crane girder 2. Moreover, the struts 5 are welded to the lower run 4 with their lower first strut ends 5g.

(14) An upper aperture 5i, 6i is provided in each case in the struts 5 and posts 6 at their upper second strut ends 5h or post ends 6h, the webs 3a of the upper run profiles 3d, 3e protruding into the apertures and in that position lying against long sides of the upper aperture 5i, 6i and being welded in this region to the struts 5 and posts 6 (see also FIG. 2). In this case, the horizontal flanges 3c of the upper run profiles 3d, 3e each point outwards and thus away from the upper apertures 5i, 6i of the struts 5 or posts 6. The laminar posts 6 are slid onto the webs 4a of the lower run profiles 4d, 4e with their lower first post end 6g or a lower aperture 6e arranged therein, and are welded thereto. It is also feasible to provide, in an identical manner to the struts 5, lower apertures 6e in the first post end 6g, one for each web 4a. As seen transversely with respect to the longitudinal direction LR of the crane girder 2, only one strut 5 and one post 6 is always provided between the webs 3a of the upper run 3.

(15) Furthermore, FIG. 2 illustrates that two strut arms 5j are formed on the upper second strut end 5h in the region of the upper corners of the struts 5, in that upper aperture 5i having a substantially rectangular cross-section is provided in the major surface 5a centrally on the upper second strut end 5h and centred with respect to the longitudinal axis LA of the strut 5. The upper aperture 5i extends starting from the upper second strut end 5h in parallel with the longitudinal axis LA, wherein the opposite long sides of the upper aperture 5i extend at the same distance on the right-hand side and on the left-hand side of the longitudinal axis LA. The upper aperture 5i is dimensioned, as seen transversely with respect to the longitudinal axis LA, such that at least the two webs 3a, pointing vertically downwards, of the two upper run profiles 3d, 3e can be inserted or slid into the upper aperture 5i.

(16) It can also be seen from FIG. 2 that the webs 3a of the two upper run profiles 3d, 3e lie with their outer sides facing the long sides of the upper aperture 5i against the long sides, and that at that location a weld connection is produced along the weld seams S. A further weld connection is provided between the upper run 3 and the upper second strut ends 5h, in particular in the form of horizontal weld seams S between the strut arms 5j and the flanges 3c of the upper run profiles 3d, 3e lying on their end faces pointing towards the longitudinal axis LA.

(17) As an alternative to the illustration in FIG. 2, it is also feasible that not only one upper aperture 5i but rather two upper apertures 5i are provided, analogously to lower apertures 5e. The major surface 5a can then extend, just like between the lower apertures 5e, also between the upper apertures 5i towards the upper second strut end 5h and form in this case a central third strut arm 5j. In particular, the central strut arm 5j formed by the major surface 5a can drop behind the end faces of the strut feet 5f or the end faces of the two outer strut arms 5j, as seen in the direction of the longitudinal axis LA, provided that the apertures 5e, 5i have at least one slot-shaped cross-section, which is sufficiently deep to receive or position the webs 3a, 4a of the upper and lower runs 3, 4.

(18) It can also be seen in FIG. 2 that the webs 3a of the upper run profiles 3d, 3e are preferably arranged to be closer to one another and thus at less of a distance away from the longitudinal axes LA of the struts 5 than the webs 4a of the lower run profiles 4d, 4e. As a result, the upper run profiles 3d, 3e of each upper run 3 of the two crane girders 2 can be connected together at upper sides remote from the webs 3a via the running rail 13, which is likewise illustrated in FIG. 2. Therefore, a corresponding running rail 13 is welded to the upper sides of the upper run profiles 3d, 3e in order to connect the upper run profiles 3d, 3e arranged horizontally next to each other.

(19) The running rails 13 have a rectangular cross-section and each form at their upper sides one of the running surfaces 13a for the travelling mechanisms, not illustrated here, of the crane trolley 9. Each running rail 13 is preferably arranged centrally or centred with respect to the two parallel webs 3a of the corresponding upper run profiles 3d, 3e and thus also centred with respect to the longitudinal axis LA of the strut 5. Moreover, the running rail 13 is dimensioned such that it bridges the spaced disposition between the webs 3a inserted into the upper aperture 5i and can be welded to the flanges 3c of the upper run profiles 3d, 3e along the longitudinal direction LR of the crane girder 2.

(20) Changes and modifications to the specifically described embodiments may be carried out without departing from the principles of the present invention, which is intended to be limited only by the scope of the appended claims as interpreted according to the principles of patent law including the doctrine of equivalents.