The invention relates to a method of raising a telescopic boom of a mobile crane having a luffing fly jib and having spatial boom guying.
Very high lifting heights and radii are frequently required. They go beyond the ranges of telescopic cranes. Luffing fly jibs are also mounted on the telescopic boom in such cases due to possible projecting edges. The luffing fly jibs can have very large lengths in this respect which can even project far beyond the length of the main boom itself.
With high projecting edges, lifting heights of up to 170 m are reached. Spatial guying at the telescopic boom is used for stabilization as a rule with such long boom systems. An eccentric fastening of the guying to the main boom tip has already become known from DE 20 2004 017 771 U1 which is likewise used in systems having such high lifting heights.
Large telescopic cranes are currently frequently designed so that they can be operated with spatial guying. They thus only reach the highest load torques with tensioned spatial guying in certain operating positions (for example, with a steep raising of the main boom). This operating position is actually frequently encountered on the use of a boom system having a main boom with a fitted luffing fly jib. The total stability of the main boom is greatly reduced without the tensioned spatial guying. It must be observed here that the spatial guying only extends over the main boom and an optionally present main boom extension. The luffing fly jib is in contrast held in the luffing plane by stay poles and optionally, with a special length, by additional intermediate guying means.
A corresponding crane boom according to the prior art is shown in
1. First, the boom 10 and the spatial guying 22 are installed ready for operation, but naturally not tensioned. The telescopic boom 10 has not yet been extended to operating length.
2. Subsequently, the luffing fly jib is installed and is provided with at least one carriage so that it can travel on the ground.
3. Subsequently, the luffing fly jib 12 is connected to the almost horizontally positioned main boom 10. A possible main boom extension or an adapter such as are not shown in the representation in accordance with
4. The inwardly telescoped main boom 10 is raised into a steep position, with the outer end of the luffing fly jib lying on the carriage at the base. For this purpose, the luffing fly jib can pivot around the pivotal connection points at the main boom 10.
5. Subsequently, the luffing fly jib is raised and set up in a steep position. The torque caused by the luffing fly jib is kept low by the steep positioning and the support friction in the telescope is advantageously reduced. At this time, however, the outer end of the boom system is free and has no form of support. The total guidance of the long boom system is provided by the main boom 10.
6. The main boom is then telescoped outwardly to the desired length. For this purpose, the boom section to be telescoped is in each case bolted to the telescopic cylinder.
7. After the expulsion, the bolting of the respective telescopic sections takes place, with the connection of the expulsion cylinder to the telescopic sections being released.
8. Finally, the spatial guying 22 is tensioned. The boom system now reaches its maximum working load.
9. In the raising method in accordance with the prior art, the weight of the total boom system bears on the telescopic cylinder and thus on the piston rod. The kinking forces acting on the piston rod and the torques acting on the support of the piston rod are highly relevant here. On the other hand, the total boom system has to be guided between the foot support and the head support of the telescope A to be expelled. The spacing of the two support points with respect to one another is reduced by the expulsion procedure, whereby an increasing support friction and thus higher telescopic cylinder forces occur.
It must furthermore be taken into account that at the end of the expulsion procedure the telescopic part 1 is expelled and this allows a relatively large side deformation of the boom system disposed above in the transverse direction to the boom in the non-bolted state. The total stability in the lateral direction is hereby no longer completely ensured. Due to the high lateral boom deformation, the loads on the pivotal connection piece and on the telescopic piece 1 become too high under certain circumstances.
The load on the boom system is the highest at step 5. Here, the maximum permitted lengths of the boom system, specifically those of the luffing fly jib, are limited by the forces and torques occurring in this installation procedure.
It is therefore the object of the invention to provide a method of raising a crane boom which is further developed such that comparatively larger boom systems can be installed.
In accordance with the invention, the object is solved by a method having the central raising steps herein. The previously known method is now modified in accordance with the invention such that the telescopic boom is first telescoped outwardly to its desired length, that all the telescopic sections are bolted to one another in this position and that the spatial guying is tensioned before the luffing fly jib pivotally connected to the telescopic boom is raised. The telescopic boom serving as the main boom in accordance with the invention is thus laterally substantially more stable due to the spatial guying before the luffing fly jib is raised. Overall, substantially longer luffing fly jibs can thereby be fitted since the telescopic boom can already take up substantially higher forces and torques during the raising of the luffing fly jib due to the spatial guying.
Preferred embodiments of the invention result from the description herein.
Further details and advantages of the invention will be explained in more detail with reference to the embodiments shown in the drawing. There are shown:
The raising method in accordance with the invention will be described in the following with reference to
Subsequently, in accordance with the representation according to
It is now shown in
The representation in accordance with
The weight of the part of the hoist rope above the main boom pulls the hoist rope in the direction of the hoist rope winch 34. The weight of the other part of the hoist rope 33 above the luffing fly jib 12 pulls the hoist rope away from the winch 34. There is a balance in this respect. However, on the outward telescoping of the telescopic boom 10, this balance is impaired. It could be disrupted in this respect. As soon as the part of the hoist rope above the tip boom 12 now becomes shorter than the part above the telescopic boom 10, the hoist rope 33 is retracted in an accelerated manner. Once the end of the hoist rope 33 has reached a pulley block 36 of the guying trestle 14, it falls in free fall in the direction of the crane. This risk is precluded in accordance with the solution shown in
Number | Date | Country | Kind |
---|---|---|---|
10 2007 051 539 | Oct 2007 | DE | national |
Number | Name | Date | Kind |
---|---|---|---|
3028018 | Mott | Apr 1962 | A |
3732988 | Lamer | May 1973 | A |
3968884 | Johnson et al. | Jul 1976 | A |
4473214 | Sterner et al. | Sep 1984 | A |
6062404 | Erdmann | May 2000 | A |
20060065616 | Diehl | Mar 2006 | A1 |
20060096940 | Willim | May 2006 | A1 |
Number | Date | Country |
---|---|---|
1767998 | May 2006 | CN |
2552111 | Jun 1976 | DE |
2552111 | Jun 1976 | DE |
20 2004 017 771 | Mar 2006 | DE |
1-92198 | Apr 1989 | JP |
9-67086 | Mar 1997 | JP |
10-194676 | Jul 1998 | JP |
2001-151469 | Jun 2001 | JP |
2001151469 | Jun 2001 | JP |
519386 | Jul 1976 | SU |
969650 | Oct 1982 | SU |
969650 | Oct 1982 | SU |
Entry |
---|
Machine Translation for Oishi JP 1998-194,676 (JP 10-194,676). |
Machine Translation for Ishihara JP 2001-151,469. |
English Abstract for Okada JP 01092198. |
Number | Date | Country | |
---|---|---|---|
20090134108 A1 | May 2009 | US |