The present invention relates to a boom arm system, and in particular to a boom arm system for a (mobile) concrete delivery device.
As is known, concrete delivery devices comprise a boom arm system which is formed from a plurality of boom arms connected pivotably to one another and in which the individual boom arms come to lie on one another in the folded-in state. The aim here is for the boom arms in their folded-in position to require as little space as possible and for the concrete delivery device to therefore have an overall height which is as low as possible and is in accordance with traffic regulations (cf., for example, DE 10 2008 013 990 A1).
Proceeding therefrom, a concrete delivery device having the features of claim 1 is proposed according to the invention.
The basic concept of the invention consists in inserting one boom arm in the folded-in position into a recess formed in another, for example adjacently lying boom arm, in order to reduce the overall height. The clear size of the recess is somewhat wider than the width of the boom arm to be inserted into the recess.
This makes it possible to save construction space and a design of the folded arm package that is more effective in terms of construction space is made possible. Since the geometrical moment of inertia and the moment of resistance depend primarily on the height of the girder forming the boom arm, the arms can thus be designed to be lighter while having the same load-bearing capacity.
For the configuration according to the invention of a boom arm system, boom arms manufactured in particular from composite material are appropriate. Typical composite materials are, for example, carbon-fibre-reinforced plastics which are also known by the abbreviation CFRP (carbon-fibre-reinforced plastic). It is in principle also possible to realize the boom arm system according to the invention with boom arms made from steel, but steel has rather a tendency to be geometrically unstable while higher wall thicknesses (with the same or lower weight) can be realized with CFRP structures. In addition, sandwich structures can be constructed relatively simply. It is also possible in the case of CFRP boom arms to adapt the wall thicknesses of the girder to the loading; for example, the limbs (side walls) can be designed to be more solid than the rest of the arm. Suitable composite materials include in particular (but not exclusively) fibre composite materials, such as the CFRP already mentioned, or else containing basalt fibres, aramid fibres, glass fibres or the like.
The boom arm system can comprise boom arms composed of steel and boom arms composed of composite material or else of a composite mix (such as, for example, upper side of steel and the lower side of fibre composite material), or all of the boom arms can be made from composite material.
The recess can extend substantially over the entire length of the other boom arm. Accordingly, the boom arm can be inserted into the other boom arm over substantially the entire length of the boom arm, for example with the swivel joint arrangements being left free. The boom arm can be inserted over part of its height or substantially the entire height. If two adjacent boom arms have recesses according to the invention, the boom arm can in each case lie proportionally with part of its height in the two recesses in such a manner that it is substantially completely accommodated by the two recesses.
Further advantages and refinements of the invention emerge from the dependent claims, the description and the attached drawing.
It goes without saying that the features mentioned above and those which have yet to be explained below can be used not only in the respectively stated combination, but also in other combinations or on their own without departing from the scope of the present invention.
The invention is illustrated schematically in the drawing with reference to an exemplary embodiment and will be described in detail below with reference to the drawing.
Identical and similar features illustrated in the individual figures are denoted by the same reference signs.
In the folded-in position illustrated, the two boom arms A1, A2 lie one above the other, as is the case in many folded-in positions. The boom arm A1 lying at the top in the illustration of
In the exemplary embodiment illustrated, the recess 12 is formed on a lower wall UG of the upper boom arm A1. For example, the recess 12 can be formed by extenders of left and right side walls S of the boom arm A1. The side walls S project here beyond the lower wall UG in such a manner that the resultantly formed extensions V1 form the recess 12 having a depth for accommodating some or all of the cross sectional height of the adjacent boom arm A2. Alternatively, the extensions V1 and the boom arm A1 can also be formed by placing two U profiles on each other. Possible production variants are readily revealed to a person skilled in the art.
The clear width of the recess 12, i.e. the distance between the two extensions V1, is somewhat wider than the cross section of the lower boom arm A2, and therefore the latter in the folded-in position of the boom arms A1, A2 is accommodated in the recess 12.
In the exemplary embodiment illustrated, the extensions V1 of the upper boom arm A1 protrude over the height of the lower boom arm A2 approximately by up to half thereof. The lower boom arm A2 is therefore partially accommodated in the recess 12 lying thereabove. However, the dimensions of the recess and of the boom arms can also be selected in such a manner that the lower boom arm is accommodated in terms of height substantially completely or completely in the recess, as is indicated in the exemplary embodiment of
It should be emphasized that the illustrated and described arrangement is also reversible, and therefore the lower boom arm has a recess, which is formed on the upper wall thereof, for accommodating the cross-sectionally narrower boom arm lying thereabove.
A combination is also possible, as is illustrated in the exemplary embodiment of
The pipe holders R2 of the boom arm A2 which comes to lie in one or both of the recesses 12, 14 of the adjacent boom arms A1, A3 are positioned in such a manner that they project out of the recess 12, 14. This takes place, for example, by arranging the pipe holder R2 in the region of an end or an edge 20 of the boom arm A2 that lies outside the relevant recess 12 (cf.
Alternatively, the pipe holder—as illustrated in
The described extensions on the hollow profiles of the accommodating boom arms contribute to the rigidity of the boom arm construction. In addition, the described extensions can (at least partially) have a greater wall thickness D than the wall thickness d of the side walls S of the accommodating boom arms A1, A3, as is indicated in the figures. The contribution made by the extensions to the rigidity is thereby improved. The formation of greater wall thicknesses on the extensions can be configured in a simple manner in particular when an accommodating boom arm is produced by joining two U profiles to each other. Particularly in one refinement, variable wall thicknesses can readily be realized by means of CFRP.
The first boom arm A1 has a side wall thickness dl on its hollow profile while the extensions V1 forming the recess 12 of the first boom arm A1 have (continuously) a thicker wall thickness D1. The wall thickness ratios of the second boom arm A2 have already been described above with reference to
The pipe holders R1 and R3 of the first and the third boom arm A1 and A3 are arranged similarly as in the refinements of
The invention provides a boom arm system for a concrete delivery device which is formed from a plurality of boom arms connected pivotably to one another, wherein one boom arm is inserted into a recess formed in an adjacently lying boom arm in order to reduce the overall height in the folded-in position. The insertion takes place over substantially the entire length of the arm. The invention makes it possible for the construction space of a concrete pump to be used more effectively, and therefore lighter and stiffer arms can be constructed.
Number | Date | Country | Kind |
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10 2017 203 705.9 | Mar 2017 | DE | national |
Filing Document | Filing Date | Country | Kind |
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PCT/EP2018/055420 | 3/6/2018 | WO |
Publishing Document | Publishing Date | Country | Kind |
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WO2018/162453 | 9/13/2018 | WO | A |
Number | Name | Date | Kind |
---|---|---|---|
4150754 | Schmitt | Apr 1979 | A |
6290078 | Verchere | Sep 2001 | B1 |
6719009 | Bissen et al. | Apr 2004 | B1 |
6755212 | Anderson et al. | Jun 2004 | B1 |
6786233 | Anderson et al. | Sep 2004 | B1 |
7111745 | Nurse et al. | Sep 2006 | B2 |
9777491 | Grivetti | Oct 2017 | B2 |
20040108003 | Schwing et al. | Jun 2004 | A1 |
20060032702 | Linsmeier et al. | Feb 2006 | A1 |
Number | Date | Country |
---|---|---|
2822110 | Dec 1978 | DE |
102008013990 | Sep 2009 | DE |
2039498 | Mar 2009 | EP |
2546496 | Nov 1984 | FR |
2010013880 | Jan 2010 | JP |
1020100125942 | Dec 2010 | KR |
8600279 | Jan 1986 | WO |
Entry |
---|
International Search Report dated Apr. 20, 2018, for International Patent Application No. PCT/EP2018/055420. |
Number | Date | Country | |
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20200080325 A1 | Mar 2020 | US |