The invention relates to a pallet container having a thin-walled rigid inner container made of thermoplastic material for the storage and transportation of liquid or free-flowing contents, having a lattice frame, which, as supporting casing, closely encloses the inner container, and having a base pallet, on which the inner container rests and to which the lattice frame is fixed, wherein the lattice frame comprises vertical and horizontal profile bars which are fixed to one another at the crossover points.
Pallet containers are used for the transportation and storage of liquid or free-flowing, in some cases hazardous, contents. During the transportation of filled pallet containers—in particular in the case of contents with a high relative density and of the pallet containers being stacked—on poor roads—using trucks with stiff suspension, or during transportation by rail or sea, the lattice frames are subjected to considerable loading. This transportation-induced loading, on account of the stack load in the case of pallet containers being stacked, subjects the lattice frame to compressive loading in the axial direction and, as a result of sustained dynamic surge movements emanating from the liquid contents, additionally subject the usually welded lattice frame to reversed bending loading in the radial direction. The weld connections or the weld regions of the crossover points of the vertical and horizontal lattice bars or lattice tubes are the points subject to the highest stressing. Such stressing, following a certain period of time, can result in the weld connections or the lattice tubes rupturing, and this therefore means the necessary level of reliability for stacking and transporting such pallet containers is no longer assured.
All the known pallet containers with tubular lattice frames have weld connections at the crossover points of the tubular bars; in the case of some pallet containers, for the purpose of releasing the weld regions of loading, bending points which are elastic to a limited extend are formed in the tubular bars alongside the weld spots.
Pallet containers with a welded tubular lattice frame are known in general, for example from EP 0 734 967 A (Sch). The tubular lattice frame of the pallet container known from this document comprises a round-tube profile which, at the welded crossover points, is indented to a pronounced extent in the form a hollow and therefore, with the tubes crossed over, forms four points of contact for the mutual welding. The bending points which are elastic to a limited extent are produced by way of additional depressions of the weld-hollow end regions.
EP 0 755 863 A1 (Fust) discloses another pallet container, of which the lattice bars have a square-tube profile which is pushed in partially to a slight extent, merely in the crossover region, for better welding and thus forms the four points of contact for the welding. The tube profile otherwise, over its entire length between the crossover points, has a constant cross section without any concavities.
DE 196 42 242 A1 (Rot) discloses a further pallet container, having a lattice frame made of open trapezoidal profile bars and a profile which is constant over the length of each bar. The four weld spots at the crossover points are achieved here by the outwardly flattened planar surfaces of the profile bars.
Another pallet container having a continuous tube profile throughout is known from U.S. Pat. No. 6,244,453 B1 (Mam). The four weld spots at the crossover points of the bars are achieved here by the continuous two-sided or four-sided square-profile depressions with longitudinal ribs on the outside.
EP 1 289 852 (Mau) discloses a further pallet container, of which the lattice bars have a trapezoidal tube profile and four weld spots in the crossover region. Concavities, which act as predetermined bending points, are made, in the region alongside the crossover points of the tubular bars, on that side of the tubes which is located opposite the weld region.
Another pallet container having four weld spots in the crossover region of the tubular bars is known from EP 1 618 047 B1 (Mau). The elasticity behavior of the tubular lattice frame is achieved here by a reduction in the cross-sectional height of the tubes between or outside the welded crossover points.
DE A 10 2010 033 738 1 (R. Bu) discloses another pallet container, of which the lattice cage is characterized in that the crossed profile bars of the cage are fixed in relation to one another by punch riveting, TOX clinching or straightforward clinching a force-fitting and form-fitting, fatigue-resistant joining connection.
Another pallet container with spot-weld connections and clinched connections between the ends of the vertical profile bars of the lattice-profile supporting casing and the upper horizontal profile bar is also known from DE A 10 2005 031 940 (Sch).
The hitherto known tubular lattice frames having a uniform lattice-tube profile throughout and two or four weld spots at the crossover points all have the disadvantage that the horizontal and vertical tubular lattice bars, during transportation of the filled pallet containers, reversed bending stress overall become flexurally and torsionally rigid. Even after a comparatively short period of stressing, this results in fatigue cracks and rupturing of the bars, in particular in the vicinity of the welded crossover points of the lattice bars, or the weld spots of the crossover points rupture and break off.
In the case of double stacking of pallet containers, in particular the attachment between the upper horizontal profile bar and the vertical profile bars is a weak point.
Those tubular lattice frames having welded round tubes with four weld spots, e.g. known from EP 0 734 967 A2 (Sch), and having a considerably reduced cross-sectional height of the tubes in the region of the crossover points (no continuous tube profile, indentations of the same depth overall and/or a reduced cross-sectional height of the tubes at the crossover points of the bars) have the disadvantage that considerable loading peaks occur in these regions of reduced tube cross section and, as a result, predetermined breaking or buckling points are, as it were, pre-programmed e.g. in the case of drop tests, in the case of hydraulic internal pressure tests and in the case of reversed bending stress due to transportation-induced loading.
Those known tubular lattice frames having four weld spots in the crossover region of the tubular bars and adjacent problematic predetermined bending points or predetermined bending regions—known from EP 1 289 852 and EP 1 618 047—have the disadvantage that the tubular-bar regions are not subjected to uniform loading and it is only the regions of reduced tubular-bar cross section which have to absorb the reversed bending stress due to transportation-induced loading,
It is necessary, in principle, for all the tubular bars of the tubular lattice frames with predetermined bending points in the starting profile to be over-dimensioned, because it is only the reduced tubular-bar cross-sectional height of the predetermined bending points which absorbs the reversed bending stress, but this reduces the static loading capability of the tubular lattice frame as a whole.
All the known pallet containers having welded tubular lattice frames or having welded wire lattices as a supporting casing have the following disadvantages:
The welding method used is resistance welding, a straightforward welding method with a high level of energy consumption; not all materials can be welded by resistance welding and, during long periods of transportation, the bending surge loading which occurs can result in the weld seams rupturing.
Those tubular lattice frames having spot-weld connections and a further clinch connection between the ends of the vertical profile bars of the lattice-profile supporting casing and the uppermost horizontal profile bar—known for example from DE 10 2005 031 940—quite apart from involving disadvantageous spot-welding, do not have any additional mechanical form-fitting connections at the other crossover points of the vertical and horizontal profile bars of the tubular lattice frame.
Those known tubular lattice frames made of cage-forming bar profiles which form so-called joining connections by punch riveting, TOX clinching or straightforward clinching have the following disadvantages:
If the profiles used for the tubular lattice frame are conventional ones with a bar width of 15 to 25 mm, the size or dimensions of the joining connection means that it possible to realize only one joining connection, or a maximum of two joining connections, at each crossover point of the tubular lattice frame, and these joining connections have to absorb the same forces as in the case of a pallet container having a tubular lattice frame with a continuous lattice-tube profile and four weld spots at the crossover points. If use is made of a lattice-tube profile made of a non-metallic material, then the mechanical load-bearing capability of the joining connection is reduced further on account of the poor physical characteristics of the non-metallic material.
It is an object of the present invention to specify a pallet container of the type in question which has a lattice-profile supporting casing made of fixed profile bars and no longer has the disadvantages of the prior art—account being taken of the stack load caused by a filled pallet container stacked on top (double stacking) in addition to the conventional surge loading caused by the liquid content during transportation.
This object is achieved according to the invention by a pallet container having the features of Patent Claim 1. Dependent claims contain advantageous and expedient developments of the invention.
The pallet container for liquids according to the invention having a lattice-profile supporting casing, which, as supporting casing, closely encloses the inner container, and having a base pallet, on which the inner container rests and to which the lattice-profile supporting casing is fixed, wherein the lattice-profile supporting casing, which may be rigid or collapsible, comprises vertical and horizontal profile bars which are fixed to one another at the crossover points, is distinguished by the following advantages:
There is no welding at all the connecting locations of the lattice-profile supporting casing, connection takes place by mechanical joining, it is also possible to connect profiles consisting of materials which cannot be subjected to resistance welding, it is possible for example for profile bars made of steel, aluminum, composite materials and plastic to be connected to one another, the connecting zone is not influenced thermally in any way and mechanical joining, by having a lower level of energy consumption, is more cost-effective. The profile bars may have different wall thicknesses and be configured in the form of a bar profile, shaped profile or hollow profile. The mechanical joining connections can also be produced without any preliminary perforations, with accessibility on one side. Mechanical joining connections have high dynamic load-bearing capabilities.
In addition, the profile bars are locked in relation to one another at their crossover points by a mechanical form fit, and are supported mechanically at the lattice-profile crossover joints of the upper and lower horizontal profile bar, in order to relieve the clinch or punch riveting joining connections of loading. In the case of a mechanical joining connection per lattice-profile crossover joint, in particular in the case of foldable or collapsible lattice-profile supporting casings comprising separate side parts, this mechanical form fit also reinforces the design strength thereof.
In the case of double stacking of the pallet containers, the stack load caused by the pallet container stacked on top has to be absorbed by the upper horizontal profile bar of the lattice-profile supporting casing and transferred to the base pallet via the vertical profile bars and the lower horizontal profile bar. The punch rivet, clinch rivet or clinch-joining connections are effectively relieved of the stack loading here by additional bearing surfaces on the upper and lower lattice-profile crossover joints.
In one embodiment of the invention, the lattice-profile supporting casing of a pallet container may be of collapsible or foldable configuration. With the same surface area at the base, the pallet-container height here is reduced to approximately ⅓ of the original height. The advantage with this configuration is that the reduced volume of the collapsed pallet container makes it possible for the transportation costs and the costs for storing the pallet container without an inner container inserted therein to be reduced to a considerable extent.
The invention will be described and explained in more detail hereinbelow with reference to exemplary embodiments which are illustrated schematically in the drawings, in which:
A further mechanical joining connection according to the invention is the punch riveting method using a solid rivet 38, that has been illustrated in
The view of a lattice-profile crossover joint according to the invention at the top 24 of the lattice-profile supporting casing 14 is illustrated in
The view of a lattice-profile crossover joint according to the invention at the bottom 26 is illustrated in
Number | Date | Country | Kind |
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20 2012 001726.8 | Feb 2012 | DE | national |
Filing Document | Filing Date | Country | Kind |
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PCT/EP2013/000477 | 2/19/2013 | WO | 00 |