The present invention relates to a crane, in particular to a modular mobile crane, according to the preamble of Claim 1, as well as to a method for moving and displacing such a crane, according to Claim 8.
Working with large lifting heights and heavy loads requires very large cranes. Such cranes are used on large construction sites at different sites of use. The transport of a large crane up to a construction site and on the construction site is relatively expensive. Thus, it is advantageous if the crane can be moved autonomously, and if no other transport vehicles have to to be reserved at the construction site or need be transported to the construction site.
It is known that such large cranes are also very heavy, and they are frequently broken up into assembly groups for their move to the construction site. The justification for this relates to the admissible weights and to the maximum admissible or economically transportable dimensions. However, it must be kept in mind that, during the transport of a crane to the construction site or the removal transport of such a crane from the construction site, the rules of public road traffic apply and have to be complied with.
Since such rules do not apply on the construction site, large cranes can be moved on a regular basis at the construction site, in a state that is as fully equipped as possible, from one site of use to another site of use. However, the loads that the vehicle can carry are limited here as well.
If the crane is very large, in comparison to the carriage, it is technically no longer possible to move the crane in a completely equipped state. The move is then carried out in a modular manner. However, the modules then have to be assembled on site, which entails considerable costs and expenditure of time.
From DE 10 2008 047 737 A1, a mobile crane is known which can consist of different modules, such as, for example, a drive module, an equipping module, a platform module, and a support module, which can be assembled as needed. All the modules here have connection points, so that they can be coupled to each other as desired. For the construction of the crane, the modules can be assembled in accordance with the requirements of the construction site. In addition, during the refitting of the crane from transport operation to usage operation, the modules can be uncoupled, and, for example, they can also be coupled again at another location, in order to achieve a desired change in the center of gravity, or a weight compensation, for example. The drive module is then used as a counterweight, and it leads to a symmetric load distribution over the vehicle axles of the platform module. In this solution, the coupling together of two telescopic cranes with up to 14 axles has also been envisaged.
DE 20 2011 101 049 U1 describes a crane with a foldable arm which is used to raise the loads and which can be installed on commercial transport vehicles, such as trucks and other machines, for commercial uses.
The crane that is disclosed here can be carried by a transport vehicle, wherein the crane construction comprises a multiply deployable support as well as a jib.
DE 90 15 296 U1 discloses a crane which can be transported from one construction site to another construction site. This mobile crane is mounted on a trailer and it can be uncoupled from the towing vehicle. However, after the uncoupling, it can then be operated only in a supported arrangement.
DE 25 44 958 A1 shows a crane which is mounted on a trailer and which can be uncoupled from the towing vehicle. After the uncoupling, it continues to be fully movable on the construction site.
DE 20 2006 007 486 U1 discloses a mobile crane with a crane jib which can be transported separately. The installation then consists in having the jib be supported by means of attached supports, and the crane move under the jib.
DE 20 2008 016 876 U1 describes a roller rotating connection for the rotating connection of an upper carriage to the under carriage of a crane, wherein the roller rotating connection to the upper carriage and to the under carriage in each case comprises a quick connection coupling. Thus, the rotating crane can be transported separately as a transport unit with the rotary mechanism. Here, it is provided that several hydraulic motors are connected to each other, so that only one hydraulic connection needs to be established during the installation.
The aim of the present invention is to provide a crane, in particular a modular mobile crane, which can be moved rapidly and at the lowest possible cost of installation or deinstallation on a construction site, wherein the crane is able to accomplish the displacement from one site of use to another site of use as autonomously as possible.
This aim is achieved, according to the invention, by a crane having the characteristics of Claim 1, and by a method for displacing such a crane having the characteristics of Claim 8.
The crane, according to the invention, consists of an under carriage, a support, and an upper carriage which comprises an upper carriage frame and a jib that is detachable from the upper carriage, wherein the under carriage comprises at least one connection point. According to the invention, the under carriage can be connected via the at least one connection point, alternatively via at least one support-side connection point, to the support, and to the upper carriage connected to said support, or via at least one jib-side connection point to the jib separated from the upper carriage. Thus, on the construction site, according to the invention, large component groups can be transported from one site of use to another site of use largely without requiring disassembly thereof. The corresponding installation or deinstallation cost is decisively minimized as a result.
The under carriage itself thus represents an autonomously movable vehicle. Due to the detachable connection between the under carriage and the support carrying the upper carriage, the under carriage can be separated and driven away. Thus, the under carriage is also available as a fully functional transport vehicle on the construction site for other transport tasks.
As a result of this design of the crane, according to the invention, in particular of the modular mobile crane, it is achieved that the crane can accomplish the move from one site of use to another site of use in an autonomous manner. Thus, the transport cost on the construction site is decisively reduced. Due to the multiple use of the under carriage, a saving of additional transport vehicles on the construction site can be achieved.
The under carriage preferably comprises a complete vehicle having, as a rule, several drive axles and at least one drive unit, in particular a hydraulic drive. The vehicle furthermore comprises, in a manner which in itself is known, a driver cabin which is arranged in a relatively low position, so that the length of the usable transport surface area for the parts of the crane that are to be transported is increased. When the driver cabin does not project or projects only insubstantially over the surface of the under carriage, a low “loading height” above the driver cabin can be implemented. Nevertheless, the terrain accessibility required for a so-called “all terrain crane” can be achieved.
It is considered to be particularly preferable for the support to be designed in the form of support spars, in particular collapsible spars or also, on the other hand, rail spars, and to be in contact via a pot that in itself is known with the rotating connection of the upper carriage. The upper carriage can thus bear, as a fully operational crane, against the support.
It is preferable that the under carriage is detachably connected via a connection means to the support carrying the upper carriage, so that the under carriage can be detached from the upper carriage, and the under carriage can be driven away autonomously. From now on, the under carriage is available as a full-fledged transport vehicle on the construction site.
In order to improve the road transportability as well, it is preferable to also provide between the support and the rotating connection a quick connection which in itself is known. Thus, these parts can be separated rapidly and in a simple way from each other for possible road transport.
In a preferred embodiment, the crane jib is provided with additional supports, so that said crane jib can be braced in an installation position against the ground.
The aim, according to the invention, is achieved furthermore by a method for displacing a crane, in particular a modular mobile crane, having the characteristics of Claim 8.
The method, according to the invention, for displacing a crane from a first site of use to a second site of use has the following method steps:
moving the under carriage to the crane set up at a first site of use, consisting of a support and an operational upper carriage connected to it,
separating the jib from the upper carriage, and connecting the jib via its at least one connection point to the at least one connection point of the under carriage,
moving the jib with the under carriage to its new site of use, separating the jib from the under carriage, and placing the jib on supports,
moving the under carriage under the support that has remained at the first site of use, lowering the support and the upper carriage connected to said support, and connecting the support via its at least one connection point to the at least connection point (8) of the under carriage,
moving the support with the upper carriage connected to same to the new site of use, separating the support from the under carriage, and setting down the support, and
installing the jib with the upper carriage with the assistance of the under carriage.
Using the above represented method, a crane according to the invention can be moved on the construction site in a very simple manner from one site of use to another site of use, largely without first having to be disassembled or reassembled. In addition, the under carriage, after the installation of the operational crane, can be displaced separately on the support on the construction site, and perform other tasks.
Preferred method embodiments can be obtained from Claims 9 and 10.
Accordingly, after the detachment of the at least one connection point, the jib can be lifted from the under carriage via the length-adjustable supports. Jibs having length-adjustable supports are in principle already known from DE 20 2006 007 486 U1, to which reference is made.
If the weights of the individual components are very large, it is also possible, during the transport on the construction site, to separate the upper carriage from the support, and to transport it separately by means of the under carriage to the new site of use, if desired. For this purpose, the upper carriage can be placed in intermediate storage on a holding rack, until the support 12 has been delivered by transport by means of the under carriage.
Additional characteristics, details and advantages of the invention are explained in further detail below in reference to an embodiment example and its drawings. Identical or similar components are provided here with the same reference numerals.
The figures show:
In
The construction of the upper carriage in itself is known. Below, only the parts required for the description of the present invention are indicated. The upper carriage 3 consists of an upper carriage frame 11, to which a jib 4 is connected by articulation, a telescopic jib, in the embodiment example represented here. The upper carriage 3 has a luffing drive 15, wherein the luffing drive 15 luffs in a known manner a trestle 100 with the jib 4. The jib 4 is firmly connected via the guy ropes 16 to the trestle 100 during crane operation. The upper carriage 3 is mounted via a rotating connection 10 (which can be seen better in
For a simplified disassembly of the upper carriage 3 from the support 12, which in fact may not be required for moving on the construction site, but which can be required for transport on the road, a quick connection 17 (quick connection) is provided, as can be seen in detail in
The upper carriage 3 is connected to the support 12 via a pot 13 which in itself is known, in which the rotating connection 10 is arranged.
The construction of the support 12 can be seen in
In the embodiment example represented here, the under carriage 2 comprises four connection points 8. Via these connection points 8, the under carriage can be connected alternatively via four support-side connection points 9 to the support 12 and thus to the upper carriage connected to said support. On the other hand, the under carriage 2 can be connected via four jib-side connection points 9A to the jib 4.
In the embodiment example represented here, the crane portion consisting of the upper carriage 3 and of the support 12, in the set up form represented in
The manner of the transport is explained below in reference to the additional figures.
In reference to
According to the representation of
According to
In reference to
As one can see in
Subsequently, the luffing drive is connected to the other side of the jib (see
In
Number | Date | Country | Kind |
---|---|---|---|
10 2012 011 533.4 | Jun 2012 | DE | national |
10 2013 009 357.0 | Jun 2013 | DE | national |