EP2103421A2 - Storage container for waste, valuable substances and similar - Google Patents
Storage container for waste, valuable substances and similar Download PDFInfo
- Publication number
- EP2103421A2 EP2103421A2 EP09003844A EP09003844A EP2103421A2 EP 2103421 A2 EP2103421 A2 EP 2103421A2 EP 09003844 A EP09003844 A EP 09003844A EP 09003844 A EP09003844 A EP 09003844A EP 2103421 A2 EP2103421 A2 EP 2103421A2
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- European Patent Office
- Prior art keywords
- container
- wall
- collecting
- double
- container according
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B30—PRESSES
- B30B—PRESSES IN GENERAL
- B30B9/00—Presses specially adapted for particular purposes
- B30B9/30—Presses specially adapted for particular purposes for baling; Compression boxes therefor
- B30B9/3042—Containers provided with, or connectable to, compactor means
- B30B9/3046—Containers with built-in compactor means
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B30—PRESSES
- B30B—PRESSES IN GENERAL
- B30B9/00—Presses specially adapted for particular purposes
- B30B9/30—Presses specially adapted for particular purposes for baling; Compression boxes therefor
- B30B9/3003—Details
- B30B9/3032—Press boxes
Definitions
- the present invention relates generally to a collection container for collecting bulk material such as waste, recyclables and the like.
- the invention relates to a press container with an approximately cuboid receiving body, which is bounded by a plurality of container walls, five sides including the top formed closed and is provided at one end with a press opening.
- the side walls must have a high rigidity, so they do not bulge under the burden of the bulk material filling.
- press containers in which the collecting material is pressed into the receiving body or storage space, high pressures occur in the collecting container.
- Such press containers are closed on five sides including the top and usually have at one of its end faces a press opening, wherein said press end is connected to the above a filling opening in a press room given collecting material by means of a plunger into the collection container pressed into it.
- belt-shaped stiffening ribs which may in particular be formed by T-shaped or U-shaped carrier profiles, which are welded onto the side walls from the outside. It is known to guide such belt-shaped stiffening ribs horizontally or vertically over the entire side walls, wherein it has also been proposed to weld horizontal and vertical straps in the manner of a spider web-shaped skeleton on the side wall.
- Such belt-shaped stiffening ribs on the side walls of press containers show, for example, the DE 10 2005 054 986 B3 or the DE 19609246 ,
- stiffening straps By such stiffening straps, however, the outside of the collecting container receives a cassette-like structure with many corners and edges, to which people can bump into the collecting container. In addition, dirt and grime collects on the stiffening ribs, with the stiffening straps also posing the danger of getting stuck when driving by. It is also difficult to apply on such a structured outside outside signs, billboards or billboards.
- the present invention seeks to provide an improved collection container of the type mentioned, which has a sufficient rigidity of the container walls even for high loads, without buying this through an excessive structural weight, and does not hinder the frontal pressing of the collection material.
- the trough-shaped Bumps and bulges form as it were stiffening beads or bumps, which increases the area moment of inertia of the container wall with respect to bending stresses around lying in the wall bending axes considerably.
- the rigidity is further increased by the at least partially provided double peel, so that a high rigidity against bulging of the container wall is achieved with a total of thin wall thicknesses and without high-strength steels. The high rigidity is thus accompanied by low construction weight and easy processing of the wall material.
- the aforementioned channel-shaped bulges and bulges can basically be contoured differently.
- the channel-shaped indentations and bulges are formed by opposing folds of the container wall, which may have flat, strip-shaped wall sections between the folds. In the area of the bends, of course, sufficient square radii can be maintained. Incidentally, it is advantageous if the wall sections between the folds are flat. The combination of folds and flat wall sections combines high rigidity and simple production.
- the bulges and bulges could also be contoured arcuately, for example in the form of adjoining, oppositely curved Bogensegementen, in particular circular arc segments.
- the aforementioned training with bends and flat, strip-shaped intermediate sections which brings a sufficiently high rigidity with simpler production.
- the channel-shaped indentations and bulges are advantageously aligned parallel to a main axis of the collecting container.
- all channel-shaped indentations and bulges can extend parallel to the pressing axis, along which the material is pressed into the collecting container.
- the tensile strength of the container wall in the pressing direction is maintained.
- the pressing of the material is not hindered.
- the container walls are formed in the press-in on its inside undercuts.
- the abovementioned pressing direction here usually extends perpendicularly to an end face of the collecting container, in which a press opening is provided, through which the collecting material is pressed into the collecting container through a press.
- a suitable press can be detachably mounted or firmly connected.
- the inner sides of the container walls are substantially over the entire container length, ie formed in the pressing direction, undercuts and shaped like an extruded profile, so that the pressed groupage can be compressed without obstruction between the frontal injection opening and the opposite container end face.
- the injection opening is advantageously provided approximately centrally in one of the end faces, the contours of the extruded profile advantageously extend approximately horizontally and / or parallel to the longitudinal axis of the container.
- the double-shell section of the container wall can also be provided with channel-shaped indentations and bulges, wherein at least one indentation or at least one indentation can be provided on the outer shell and / or on the inner shell.
- the entire container wall can be double-shelled, resulting in increased rigidity over the entire surface of the container wall.
- the Doppelschaltechnik is limited to the range of maximum Ausbeulge risk or provided only in the area in which the container wall is subjected to maximum bending.
- the double-shell section may be limited to a central region of the container wall, wherein in an advantageous embodiment of the invention, a horizontal strip of up to one-third of the total width or height of the container wall may be double-shelled. With only partial double-shelling, the rigidity of the container wall is increased only where it is actually required, thus combining high low-weight buckling strength equally.
- both the inner shell and the outer shell are provided with at least one groove-shaped stiffening contour in the double-walled section of the container wall, wherein advantageously the inner shell and the outer shell bulge in opposite directions, in particular such that the outer shell of the double-walled section bulging at least one outwardly to the container outside Bulge and the inner shell has a bulging to the inside of the container bulge.
- a maximum wall thickness is achieved in the region of the double shell, which causes a maximum area moment of inertia and thus maximum rigidity.
- the wall thickness of the double-walled section i. the distance from inner shell to outer shell and the depth or height of the bulges and bulges coordinated.
- a good compromise between high stiffness on the one hand and relatively low unevenness of the wall surface on the other hand, can be achieved in that the indentations and bulges have a depth or height which is between 40% and 160% of the thickness or wall thickness of the double-walled section.
- the inner shell and the outer shell of the double-walled section are structured to bulge outwards in opposite directions, the depth of a single recess or bulge can preferably be about 50% of the wall thickness of said double-walled section.
- the depth of the indentations or the height of the bulges can advantageously be between 100% and 150% of the thickness or wall thickness of the double-walled section be.
- the number of indentations and bulges of the container wall can basically vary. On the one hand to cause a high degree of stiffening and on the other hand to have no finely structured surface with excessive beads and saddles can be provided in an advantageous development of the invention between 3 and 15, preferably between 5 and 8 folds on a container wall be.
- the bends can basically be designed differently strong, in a preferred embodiment of the invention, the bends include an obtuse angle between 160 ° and 200 °, preferably between 170 ° and 190 °.
- At least one stiffening element may be provided, which advantageously connects the inner shell and the outer shell with each other.
- at least one stiffening strut are supported by the inner and outer shell to each other.
- a stiffening belt between inner shell and outer shell can be integrated as a support strut.
- the inner and outer shells of the double-shell wall section are rigidly connected to each other by at least one support strut and spaced from each other, wherein preferably the support strut forms a preferably parallel to the wall kink direction extending stiffening belt.
- the interior formed between the inner and outer shell can be foamed with a support foam.
- a support foam As a result, an additional increase in rigidity is achieved in a particularly easy way.
- the press-collecting device 1 comprises a - roughly speaking - cuboid collecting or pressing container 2, at one end face of a press 3 is arranged, wherein in the illustrated embodiment of the press container 2 and the press 3 together a roll container unit with rollers 21 at opposite ends form, which is mounted on a coupling piece 22 in the form of a gripping hook, which is arranged in the illustrated embodiment on the end face of the press-collecting device 1 formed by the press 3, in a conventional manner by a likewise known loading vehicle, raised and can be pulled on the back of the loader vehicle.
- the press container 2 has on its front side facing the press 3 in the container wall 5 provided there, a press opening 17 which extends substantially over the lower half of the press-side end wall 5 of the collecting container 2.
- the press opening 6 is assigned to the Ausschubquer songs the press 3, so that through the press opening 6 through the collecting container 2 can be filled with the respective collecting material.
- the press 3 has in the illustrated embodiment on its upper side a filling opening 23 which is laterally limited in the illustrated embodiment of obliquely upward side wall portions 24 extending from the upper edge of the end face of the press 3 to the upper edge of the higher collection container 2 , see. Fig. 1 ,
- the press container 2 has a substantially cuboid receiving body 4, which is bounded by the opposite, front-side container walls 5 and 6, the two substantially rectangular side walls 7 and 8 and the ceiling and the bottom forming container walls 9 and 10, see , Fig. 1 ,
- the container walls mentioned are summarized in the area of the end walls 5 and 6 with frame-like connection frame 25 and connected to each other.
- the container walls comprise end-mounted connection frame pieces 25a, by means of which they can be assembled accordingly.
- the side container walls 7 and 8 which are most prone to bulging, as well as the ceiling forming the container wall 9 is provided with a stiffness-increasing Abkantungstechnik.
- the container wall forming the bottom 10 could also be designed accordingly.
- shelf supports 26 are regularly provided, on the one hand form the footprint of the press container unit and on the other hand support the container floor stiffening.
- the front-side container walls 5 and 6 could in principle be provided with said folded structure, but there is less danger of bulging, so that there may possibly be dispensed depending on the circumstances on such a structure.
- the Fig. 2 and 3 show the folded structure of a side wall 7 and 8 closer.
- the container wall is alternately bent back and forth, so that the material of the container wall itself channel-shaped recesses 13 and 14 forms.
- the folds 15 extend substantially horizontally and thus parallel to the main axis of the press container 2, so that the channel-shaped indentations and bulges have a longitudinal axis parallel to the main axis of the press container 2.
- the folds 15 are advantageously spaced from each other at different distances, so that the indentations and bulges have different widths, which extends at the drawn horizontal curve upwards, ie the gutter width would be at the sidewall according to Fig. 2 measured in the vertical direction.
- five bends are provided on a side container wall 7 and 8, resulting in two indentations and three bulges, as this Fig. 3 shows closer.
- the corresponding wall portions are formed flat, so that strip-shaped, planar connecting portions 15 result between the folds, which connect two adjacent, opposite folds together.
- the wall sections are bent at the folds 15 only relatively slightly.
- the folds 15 define obtuse angles in the range between 160 ° and 200 °, in particular approximately between 170 ° and 190 °, so that the container wall as a whole receives a slightly wavy structure, but which is still reasonably flat.
- the container wall 7 and 8 in a strip-shaped central portion, ie approximately halfway between the lower edge and upper edge of the press container 2, double-shell, wherein the outer shell 12 and the inner shell 11 formed in the double-shell portion also in the aforementioned manner Have folds 15, so that the inner and outer shells 11 and 12 each slightly bulge.
- the outer shell 12 forms a bulge to the outside, while the inner shell 11 bulges out to the container inside.
- the wall thickness or thickness 19 of the double-shelled section thereby corresponds substantially to twice the depth or height 18 of a simple bulge 14.
- Fig. 2 and 3 show, limited to a strip-shaped central portion, which can roughly - make up to one-third of the height of the side wall or the width of the ceiling and is provided in the region of greatest bulge stress.
- Fig. 2 shown container wall formed einschalig.
- the inner shell 11 and the outer shell 12 are advantageously supported on one another by at least one support strut 20 integrated into the intermediate space between the two shells and firmly connected to one another, whereby the rigidity is increased even further.
- a plurality of such support struts 20 may be arranged, which may advantageously be arranged in the region of the folds of inner and outer shell 11 and 12, respectively.
- Fig. 2 In the illustrated embodiment according to Fig. 2 are the aforementioned support struts 20 in the form of belt-like stiffening struts, which extend along the folds 15 of the inner and outer shell.
- the interior of the double-shell wall section formed between the inner and outer shell can be foamed with a supporting foam, whereby a further increase in rigidity can likewise be achieved.
- the outer side of the container wall is formed without welding seams in an advantageous development of the invention.
- the inner shell 11 of the double-shelled section can be welded from the inside to the outer shell 12, while said outer shell 12 is part of the folded container wall, which forms the outer shell.
- the container wall 7 and 8 already has a relatively smooth outside, since the bends are kept relatively flat.
- the invention can preferably be stretched over the outside of the container wall, preferably a slippery information carrier, for example in the form of a cloth, a film or a suitable fabric, which in Fig. 3 designated by the reference numeral 27.
Abstract
Description
Die vorliegende Erfindung betrifft allgemein einen Sammelcontainer zum Sammeln von Sammelmaterial wie Abfall, Wertstoffen und dergleichen. Insbesondere betrifft die Erfindung einen Presscontainer mit einem etwa quaderförmigen Aufnahmekorpus, der von mehreren Containerwänden begrenzt ist, fünfseitig einschließlich der Oberseite geschlossen ausgebildet und an einer Stirnseite mit einer Pressenöffnung versehen ist.The present invention relates generally to a collection container for collecting bulk material such as waste, recyclables and the like. In particular, the invention relates to a press container with an approximately cuboid receiving body, which is bounded by a plurality of container walls, five sides including the top formed closed and is provided at one end with a press opening.
Je nach Einsatzzweck und Typ des zu sammelnden Sammelmaterials müssen Sammelcontainer mehr oder weniger massiv ausgebildet sein, wobei insbesondere die Seitenwände eine hohe Steifigkeit besitzen müssen, damit sie unter der Last der Sammelmaterialbefüllung nicht ausbauchen. Insbesondere bei Presscontainern, bei denen das Sammelmaterial in den Aufnahmekorpus bzw. Speicherraum hineingepresst wird, treten hohe Drücke im Sammelcontainer auf. Derartige Presscontainer sind fünfseitig einschließlich der Oberseite geschlossen und besitzen üblicherweise an einer ihrer Stirnseiten eine Pressenöffnung, wobei an die genannte Stirnseite eine Presse angeschlossen ist, die über eine Befüllöffnung in einen Pressenraum gegebenes Sammelmaterial mittels eines Presskolbens in den Sammelcontainer hinein presst. Hohe Druckbelastungen treten hierbei nicht nur an der der Presse gegenüber liegenden Wandung des Sammelcontainers, sondern auch an den sich üblicherweise parallel zur Einpressrichtung erstreckenden Seitenwänden auf, die besonders bei schweren, nassen und hoch verdichtbaren Materialien besonders groß werden können. Aufgrund der hohen Pressdrücke werden gerade die langen Seitenwände auf Ausbauchen beansprucht.Depending on the purpose and type of collected collecting material collection containers must be more or less solid, in particular, the side walls must have a high rigidity, so they do not bulge under the burden of the bulk material filling. Particularly in the case of press containers, in which the collecting material is pressed into the receiving body or storage space, high pressures occur in the collecting container. Such press containers are closed on five sides including the top and usually have at one of its end faces a press opening, wherein said press end is connected to the above a filling opening in a press room given collecting material by means of a plunger into the collection container pressed into it. High pressure loads occur here not only on the wall of the collecting container opposite the press, but also on the sidewalls which usually extend parallel to the press-in direction and which can become particularly large, especially in the case of heavy, wet and highly compressible materials. Due to the high compression pressures just the long side walls are claimed on bulges.
Um derartigen Druckbelastungen durch das eingepresste Material widerstehen zu können, wurde bereits vorgeschlagen, die Seitenwände mit gurtförmigen Versteifungsrippen einzufassen, die insbesondere von T-förmigen oder U-förmigen Trägerprofilen gebildet sein können, die von außen auf die Seitenwände aufgeschweißt werden. Dabei ist es bekannt, derartige gurtförmige Versteifungsrippen horizontal oder vertikal über die gesamten Seitenwände zu führen, wobei auch bereits vorgeschlagen wurde, horizontale und vertikale Gurte nach Art eines spinnennetzförmigen Skeletts auf die Seitenwand zu schweißen. Derartige gurtförmige Versteifungsrippen auf den Seitenwänden von Presscontainern zeigen beispielsweise die
Durch derartige Versteifungsgurte erhält die Außenseite des Sammelcontainers jedoch eine kassettenförmige Struktur mit vielen Ecken und Kanten, an die sich an dem Sammelcontainer hantierende Personen stoßen können. Überdies sammelt sich auf den Versteifungsrippen Schmutz und Dreck, wobei die Versteifungsgurte auch die Gefahr bergen, dass beim Vorbeifahren etwas daran hängenbleibt. Auch ist es schwierig, auf einer solchermaßen strukturierten Außenseite Betreiberschilder, Hinweistafeln oder Werbeflächen aufzubringen.By such stiffening straps, however, the outside of the collecting container receives a cassette-like structure with many corners and edges, to which people can bump into the collecting container. In addition, dirt and grime collects on the stiffening ribs, with the stiffening straps also posing the danger of getting stuck when driving by. It is also difficult to apply on such a structured outside outside signs, billboards or billboards.
Um derartige Probleme zu vermeiden, wurde bereits versucht, auf die Außengurte zu verzichten. Eine Verlegung auf die Innenseite der Containerwand ist jedoch nicht ohne weiteres möglich, da dies die Befüllung des Containers behindert, insbesondere dann, wenn die Gurte quer zur Pressrichtung verlaufen. Jedoch auch bei parallel zur Pressrichtung verlaufenden Versteifungsgurten auf der Innenseite kann sich der Abfall daran anlagern und insbesondere das Entleeren des Containers behindern.In order to avoid such problems, attempts have already been made to dispense with the outer straps. However, laying on the inside of the container wall is not readily possible, since this hinders the filling of the container, in particular when the straps extend transversely to the pressing direction. However, even with running parallel to the pressing direction stiffening straps on the inside The waste accumulate on it and in particular hinder the emptying of the container.
Es wurde daher bereits versucht, gänzlich auf solche Versteifungsgurte zu verzichten. Dies wurde insbesondere durch die Verwendung von hochfesten Baustählen für die Wandungsplatten versucht, was bei geeigneter Geometrie der Containerwände zwar in der Tat eine Erhöhung der Steifigkeit bewirkt, jedoch die Materialkosten beträchtlich erhöht und ggf. auch die Fertigung erschwert, da bestimmte hochfeste Stähle schwieriger zu verarbeiten sind.It has therefore already been attempted to dispense entirely with such stiffening straps. This has been tried in particular by the use of high-strength structural steels for the wall panels, which indeed brings an increase in stiffness with suitable geometry of the container walls, but significantly increases the cost of materials and possibly also complicates the production, as certain high-strength steels difficult to process are.
Hiervon ausgehend liegt der vorliegenden Erfindung die Aufgabe zugrunde, einen verbesserten Sammelcontainer der genannten Art zu schaffen, der eine auch für hohe Belastungen ausreichende Steifigkeit der Containerwände besitzt, ohne dies durch ein übermäßiges Baugewicht zu erkaufen, und das stirnseitige Einpressen des Sammelmaterials nicht behindert.Proceeding from this, the present invention seeks to provide an improved collection container of the type mentioned, which has a sufficient rigidity of the container walls even for high loads, without buying this through an excessive structural weight, and does not hinder the frontal pressing of the collection material.
Erfindungsgemäß wird diese Aufgabe durch einen Sammelcontainer gemäß Anspruch 1 gelöst. Bevorzugte Ausgestaltungen der Erfindung sind dabei Gegenstand der abhängigen Ansprüche.According to the invention, this object is achieved by a collecting container according to
Es wird also vorgeschlagen, die Versteifungskonturen, die das Flächenträgheitsmoment bezüglich Biegung vergrößern, in die Containerwand zu integrieren und die Containerwand selbst derart zu formen, dass sie selbst eine erhöhte Steifigkeit gegenüber Ausbauchen erhält. Diese sozusagen selbst tragende, selbst aussteifende Struktur wird erfindungsgemäß dadurch geschaffen, dass zumindest eine der Containerwände zumindest abschnittsweise doppelschalig mit Innenschale und Außenschale, die miteinander verbunden sind, ausgebildet ist und mit rinnenförmigen Ein-und/oder Ausbuchtungen versehen ist. Diese Kombination von Maßnahmen erhöht die Steifigkeit beträchtlich, ohne dies mit hohem Gewicht zu erkaufen. Gleichzeitig wird eine insgesamt noch einigermaßen glatte Innen- und Außenfläche erzielt, die weder das Befüllen noch das Entleeren des Containers behindern und auch die Nutzung der Außenfläche als Hinweistafel oder Werbefläche erleichtert. Die rinnenförmigen Ein- und Ausbauchungen bilden dabei sozusagen Versteifungssicken bzw. -beulen, die das Flächenträgheitsmoment der Containerwand bezüglich Biegebeanspruchungen um in der Wand liegende Biegungsachsen beträchtlich erhöht. Zusätzlich wird die Steifigkeit noch durch die zumindest bereichsweise vorgesehene Doppelschaligkeit erhöht, so dass mit insgesamt dünnen Wandungsstärken und auch ohne hochfeste Stähle eine hohe Steifigkeit gegenüber Ausbauchen der Containerwand erzielt wird. Die hohe Steifigkeit geht somit einher mit niedrigem Baugewicht und einer einfachen Verarbeitung des Wandungsmaterials.It is therefore proposed to integrate the stiffening contours, which increase the area moment of inertia with respect to bending, into the container wall and to form the container wall itself in such a way that it itself acquires increased rigidity against bulges. This so-called self-supporting, self-stiffening structure is inventively created in that at least one of the container walls is at least partially double-shelled with inner shell and outer shell, which are interconnected, is formed and provided with channel-shaped inputs and / or bulges. This combination of measures significantly increases stiffness without purchasing it with high weight. At the same time an overall reasonably smooth inner and outer surface is achieved, which hinder neither the filling nor the emptying of the container and also facilitates the use of the outer surface as a billboard or advertising space. The trough-shaped Bumps and bulges form as it were stiffening beads or bumps, which increases the area moment of inertia of the container wall with respect to bending stresses around lying in the wall bending axes considerably. In addition, the rigidity is further increased by the at least partially provided double peel, so that a high rigidity against bulging of the container wall is achieved with a total of thin wall thicknesses and without high-strength steels. The high rigidity is thus accompanied by low construction weight and easy processing of the wall material.
Die genannten rinnenförmigen Ein- und Ausbauchungen können dabei grundsätzlich verschieden konturiert sein. Insbesondere werden die rinnenförmigen Ein- und Ausbuchtungen von gegenläufigen Abkantungen der Containerwand gebildet, die zwischen den Abkantungen ebene, streifenförmige Wandungsabschnitte besitzen kann. Im Bereich der Abkantungen können selbstverständlich ausreichende Kantradien eingehalten werden. Im Übrigen ist es jedoch von Vorteil, wenn die Wandungsabschnitte zwischen den Abkantungen eben ausgebildet sind. Die Kombination von Abkantungen und ebenen Wandungsabschnitten vereint hohe Steifigkeit und einfache Fertigung.The aforementioned channel-shaped bulges and bulges can basically be contoured differently. In particular, the channel-shaped indentations and bulges are formed by opposing folds of the container wall, which may have flat, strip-shaped wall sections between the folds. In the area of the bends, of course, sufficient square radii can be maintained. Incidentally, it is advantageous if the wall sections between the folds are flat. The combination of folds and flat wall sections combines high rigidity and simple production.
Alternativ zu derartigen Abkantungen könnten die Ein- und Ausbauchungen auch bogenförmig konturiert sein, beispielsweise in Form von aneinander anschließenden, gegenläufig gekrümmten Bogensegementen, insbesondere Kreisbogensegmenten. Bevorzugt ist jedoch die zuvor genannte Ausbildung mit Abkantungen und ebenen, streifenförmigen Zwischenabschnitten, was bei einfacherer Fertigung eine ausreichend hohe Steifigkeit mit sich bringt.As an alternative to such folds, the bulges and bulges could also be contoured arcuately, for example in the form of adjoining, oppositely curved Bogensegementen, in particular circular arc segments. Preferably, however, the aforementioned training with bends and flat, strip-shaped intermediate sections, which brings a sufficiently high rigidity with simpler production.
Die rinnenförmigen Ein- und Ausbuchtungen sind dabei vorteilhafterweise parallel zu einer Hauptachse des Sammelcontainers ausgerichtet. Insbesondere können sämtliche rinnenförmigen Ein- und Ausbuchtungen sich parallel zur Pressachse erstrecken, entlang derer das Material in den Sammelcontainer verpresst wird. Hierdurch bleibt einerseits die Zugfestigkeit der Containerwand in Pressrichtung erhalten. Zum anderen wird das Einpressen des Materials nicht behindert. Vorteilhafterweise sind die Containerwände in Einpressrichtung auf ihrer Innenseite hinterschneidungsfrei ausgebildet. Die zuvor genannte Pressrichtung erstreckt sich hierbei üblicherweise senkrecht zu einer Stirnseite des Sammelcontainers, in der eine Pressöffnung vorgesehen ist, durch die hindurch von einer Presse her das Sammelmaterial in den Sammelcontainer gepresst wird. An der genannten Stirnseite kann eine geeignete Presse lösbar montiert oder auch fest angeschlossen sein. Insbesondere sind die Innenseiten der Containerwandungen im Wesentlichen über die gesamte Containerlänge, d.h. in Pressrichtung, hinterschneidungsfrei ausgebildet und nach Art eines Strangpressprofils geformt, so dass das eingepresste Sammelgut ohne Behinderungen zwischen der stirnseitigen Einpressöffnung und der gegenüberliegenden Containerstirnseite verpresst werden kann. Ist vorteilhafterweise die Einpressöffnung in einer der Stirnseiten vorzugsweise etwa mittig vorgesehen, erstrecken sich die Konturen des Strangpressprofils vorteilhafterweise etwa horizontal und/oder parallel zur Längsachse des Containers.The channel-shaped indentations and bulges are advantageously aligned parallel to a main axis of the collecting container. In particular, all channel-shaped indentations and bulges can extend parallel to the pressing axis, along which the material is pressed into the collecting container. As a result, on the one hand, the tensile strength of the container wall in the pressing direction is maintained. On the other hand, the pressing of the material is not hindered. advantageously, the container walls are formed in the press-in on its inside undercuts. The abovementioned pressing direction here usually extends perpendicularly to an end face of the collecting container, in which a press opening is provided, through which the collecting material is pressed into the collecting container through a press. On the said front side, a suitable press can be detachably mounted or firmly connected. In particular, the inner sides of the container walls are substantially over the entire container length, ie formed in the pressing direction, undercuts and shaped like an extruded profile, so that the pressed groupage can be compressed without obstruction between the frontal injection opening and the opposite container end face. If the injection opening is advantageously provided approximately centrally in one of the end faces, the contours of the extruded profile advantageously extend approximately horizontally and / or parallel to the longitudinal axis of the container.
Um eine besonders hohe Steifigkeit zu erreichen, kann auch der doppelschalige Abschnitt der Containerwand mit rinnenförmigen Ein- und Ausbuchtungen versehen sein, wobei zumindest eine Einbuchtung oder zumindest eine Ausbuchtung an der Außenschale und/oder an der Innenschale vorgesehen sein kann.In order to achieve a particularly high rigidity, the double-shell section of the container wall can also be provided with channel-shaped indentations and bulges, wherein at least one indentation or at least one indentation can be provided on the outer shell and / or on the inner shell.
Grundsätzlich kann die gesamte Containerwand doppelschalig ausgebildet sein, wodurch sich eine erhöhte Steifigkeit über die gesamte Fläche der Containerwand ergibt. Vorteilhafterweise jedoch ist die Doppelschaligkeit auf den Bereich maximaler Ausbeulgefahr beschränkt bzw. nur in dem Bereich vorgesehen, in dem die Containerwand maximal auf Biegung beansprucht wird. Insbesondere kann der doppelschalige Abschnitt auf einen Mittelbereich der Containerwand begrenzt sein, wobei in vorteilhafter Weiterbildung der Erfindung ein horizontaler Streifen von bis zu einem Drittel der Gesamtbreite bzw. -höhe der Containerwand doppelschalig ausgebildet sein kann. Mit einer nur abschnittsweise Doppelschaligkeit wird die Steifigkeit der Containerwand nur dort erhöht, wo dies tatsächlich erforderlich ist, wodurch hohe Ausbeulfestigkeit mit niedrigem Gewicht gleichermaßen vereint wird.In principle, the entire container wall can be double-shelled, resulting in increased rigidity over the entire surface of the container wall. Advantageously, however, the Doppelschaligkeit is limited to the range of maximum Ausbeulge risk or provided only in the area in which the container wall is subjected to maximum bending. In particular, the double-shell section may be limited to a central region of the container wall, wherein in an advantageous embodiment of the invention, a horizontal strip of up to one-third of the total width or height of the container wall may be double-shelled. With only partial double-shelling, the rigidity of the container wall is increased only where it is actually required, thus combining high low-weight buckling strength equally.
Vorteilhafterweise sind in dem doppelwandigen Abschnitt der Containerwand sowohl die Innenschale als auch die Außenschale mit zumindest einer rinnenförmigen Versteifungskontur versehen, wobei vorteilhafterweise die Innenschale und die Außenschale zueinander gegenläufig ausbauchen, insbesondere derart, dass die Außenschale des doppelwandigen Abschnitts zumindest eine nach außen zur Containeraußenseite hin ausbauchende Ausbauchung und die Innenschale eine zur Containerinnenseite hin ausbauchende Ausbauchung besitzt. Hierdurch wird eine maximale Wandstärke im Bereich der Doppelschaligkeit erzielt, die ein maximales Flächenträgheitsmoment und damit eine maximale Steifigkeit bewirkt.Advantageously, both the inner shell and the outer shell are provided with at least one groove-shaped stiffening contour in the double-walled section of the container wall, wherein advantageously the inner shell and the outer shell bulge in opposite directions, in particular such that the outer shell of the double-walled section bulging at least one outwardly to the container outside Bulge and the inner shell has a bulging to the inside of the container bulge. As a result, a maximum wall thickness is achieved in the region of the double shell, which causes a maximum area moment of inertia and thus maximum rigidity.
In vorteilhafter Weiterbildung der Erfindung sind die Wandstärke des doppelwandigen Abschnitts, d.h. der Abstand von Innenschale zu Außenschale und die Tiefe bzw. Höhe der Ein- und Ausbauchungen aufeinander abgestimmt. Ein guter Kompromiss zwischen hoher Steifigkeit einerseits und verhältnismäßig geringer Unebenheit der Wandungsfläche andererseits kann dadurch erzielt werden, dass die Ein- und Ausbuchtungen eine Tiefe bzw. Höhe besitzen, die zwischen 40 % und 160 % der Dicke bzw. Wandstärke des doppelwandigen Abschnitts beträgt. Sind in der vorgenannten Weise die Innenschale und die Außenschale des doppelwandigen Abschnitts zueinander gegenläufig ausbauchend strukturiert, kann die Tiefe einer einzelnen Einbuchtung bzw. Ausbuchtung vorzugsweise etwa 50 % der Wandstärke des genannten doppelwandigen Abschnitts betragen. Ist nur die Außenschale mit einer Ausbauchung versehen oder sind die Ein- und Ausbauchungen auf einen nicht doppelwandigen Bereich der Containerwand beschränkt, kann die Tiefe der Einbuchtungen bzw. die Höhe der Ausbuchtungen vorteilhafterweise zwischen 100 % und 150 % der Dicke bzw. Wandstärke des doppelwandigen Abschnitts betragen.In an advantageous embodiment of the invention, the wall thickness of the double-walled section, i. the distance from inner shell to outer shell and the depth or height of the bulges and bulges coordinated. A good compromise between high stiffness on the one hand and relatively low unevenness of the wall surface on the other hand, can be achieved in that the indentations and bulges have a depth or height which is between 40% and 160% of the thickness or wall thickness of the double-walled section. If, in the aforementioned manner, the inner shell and the outer shell of the double-walled section are structured to bulge outwards in opposite directions, the depth of a single recess or bulge can preferably be about 50% of the wall thickness of said double-walled section. If only the outer shell is provided with a bulge or if the bulges and bulges are restricted to a non-double-walled area of the container wall, the depth of the indentations or the height of the bulges can advantageously be between 100% and 150% of the thickness or wall thickness of the double-walled section be.
Die Anzahl der Ein- und Ausbuchtungen der Containerwand kann grundsätzlich variieren. Um einerseits eine hohe Aussteifung zu bewirken und andererseits keine kleinteilig strukturierte Oberfläche mit übermäßig vielen Sicken und Sätteln zu haben, können in vorteilhafter Weiterbildung der Erfindung zwischen 3 und 15, vorzugsweise zwischen 5 und 8 Abkantungen an einer Containerwand vorgesehen sein. Die Abkantungen können dabei grundsätzlich verschieden stark ausgebildet sein, wobei in bevorzugter Ausführung der Erfindung die Abkantungen einen stumpfen Winkel zwischen 160° und 200°, vorzugsweise zwischen 170° und 190° einschließen.The number of indentations and bulges of the container wall can basically vary. On the one hand to cause a high degree of stiffening and on the other hand to have no finely structured surface with excessive beads and saddles can be provided in an advantageous development of the invention between 3 and 15, preferably between 5 and 8 folds on a container wall be. The bends can basically be designed differently strong, in a preferred embodiment of the invention, the bends include an obtuse angle between 160 ° and 200 °, preferably between 170 ° and 190 °.
Um den Effekt der Doppelwandigkeit hinsichtlich der Erhöhung der Steifigkeit zu maximieren, kann in vorteilhafter Weiterbildung der Erfindung zwischen Innenschale und Außenschale zumindest ein Aussteifungselement vorgesehen sein, das vorteilhafterweise die Innenschale und die Außenschale miteinander verbindet. In vorteilhafter Weiterbildung der Erfindung kann zwischen Innen- und Außenschale mindestens eine Aussteifungsstrebe angeordnet sein, durch die Innen- und Außenschale aufeinander abgestützt sind. Beispielsweise kann als Abstützstrebe ein Versteifungsgurt zwischen Innenschale und Außenschale integriert sein. Insbesondere sind die Innen- und Außenschalen des doppelschaligen Wandungsabschnitts durch mindestens eine Abstützstrebe starr miteinander verbunden und voneinander beabstandet, wobei vorzugsweise die Abstützstrebe einen vorzugsweise parallel zur Wandungs-Knickrichtung verlaufenden Versteifungsgurt bildet.In order to maximize the effect of the double wall in terms of increasing the rigidity, in an advantageous embodiment of the invention between the inner shell and outer shell at least one stiffening element may be provided, which advantageously connects the inner shell and the outer shell with each other. In an advantageous embodiment of the invention may be arranged between the inner and outer shell at least one stiffening strut, are supported by the inner and outer shell to each other. For example, a stiffening belt between inner shell and outer shell can be integrated as a support strut. In particular, the inner and outer shells of the double-shell wall section are rigidly connected to each other by at least one support strut and spaced from each other, wherein preferably the support strut forms a preferably parallel to the wall kink direction extending stiffening belt.
Alternativ oder zusätzlich kann der zwischen Innen- und Außenschale gebildete Innenraum mit einem Stützschaum ausgeschäumt sein. Hierdurch wird in besonders leicht bauender Weise eine zusätzliche Erhöhung der Steifigkeit erzielt.Alternatively or additionally, the interior formed between the inner and outer shell can be foamed with a support foam. As a result, an additional increase in rigidity is achieved in a particularly easy way.
Die Erfindung wird nachfolgend anhand eines bevorzugten Ausführungsbeispiels und zugehöriger Zeichnungen näher erläutert. In den Zeichnungen zeigen:
- Fig. 1:
- eine schematische, perspektivische Darstellung einer Presssammelvorrichtung mit einem Presscontainer und einer daran befestigten Presse zum Verpressen und Sammeln von Sammelmaterialien wie Abfall oder Wertstoffen, wobei der Sammelcontainer nach einer bevorzugten Ausführung der Erfindung an seinen Wänden mit horizontalen, rinnenförmigen Ausbuchtungen und Einbuchtungen versehen ist,
- Fig. 2:
- eine perspektivische Innenansicht einer Seitenwand des Sammelcontainers aus
Fig. 1 , die die Abkantungen und die doppelwandige Ausbildung der Containerwand zeigt, und - Fig. 3:
- einen Querschnitt durch eine Seitenwand des Sammelcontainers aus
Fig. 1 , die deren doppelwandigen Mittelabschnitt sowie deren Abkantungen zeigt.
- Fig. 1:
- a schematic, perspective view of a press-collecting device with a press container and an attached press for pressing and collecting collection materials such as waste or recyclables, the collection container is provided according to a preferred embodiment of the invention on its walls with horizontal, gutter-shaped bulges and indentations,
- Fig. 2:
- an inside perspective view of a side wall of the collection container
Fig. 1 showing the folds and the double-walled design of the container wall, and - 3:
- a cross section through a side wall of the collection container
Fig. 1 , which shows their double-walled middle section and their folds.
Die in
Der Presscontainer 2 besitzt an seiner der Presse 3 zugewandten Stirnseite in der dort vorgesehen, stirnseitigen Containerwand 5 eine Pressenöffnung 17, die sich im Wesentlichen über die untere Hälfte der pressenseitigen Stirnwand 5 des Sammelcontainers 2 erstreckt. Die Pressenöffnung 6 ist dabei dem Ausschubquerschnitt der Presse 3 zugeordnet, so dass durch die Pressöffnung 6 hindurch der Sammelcontainer 2 mit dem jeweiligen Sammelmaterial befüllbar ist.The
Die Presse 3 besitzt dabei in der gezeichneten Ausführung auf ihrer Oberseite eine Befüllöffnung 23, die in der gezeichneten Ausführung seitlich von schräg nach oben verlaufenden Seitenwandabschnitten 24 begrenzt wird, die vom oberen Rand der Stirnseite der Presse 3 zu der oberen Kante des höheren Sammelcontainers 2 verlaufen, vgl.
Wie
Wie
Die
Zwischen den Abkantungen 15 sind die entsprechenden Wandabschnitte eben ausgebildet, so dass sich zwischen den Abkantungen 15 streifenförmige, ebene Verbindungsabschnitte ergeben, die zwei benachbarte, gegenläufige Abkantungen miteinander verbinden.Between the
Wie
Wie die
Der Bereich der doppelschaligen Ausbildung ist dabei, wie die
Die Innenschale 11 und die Außenschale 12 sind vorteilhafterweise durch zumindest eine in den Zwischenraum zwischen die beiden Schalen integrierte Abstützstrebe 20 aufeinander abgestützt und fest miteinander verbunden, wodurch die Steifigkeit noch weiter erhöht wird. Vorteilhafterweise können dabei mehrere solcher Abstützstreben 20 angeordnet sein, die vorteilhafterweise im Bereich der Abkantungen von Innen- und Außenschale 11 bzw. 12 angeordnet sein können.The
In der gezeichneten Ausführung gemäß
Alternativ oder zusätzlich kann der zwischen Innen- und Außenschale gebildete Innenraum des doppelschaligen Wandabschnitts mit einem Stützschaum ausgeschäumt sein, wodurch ebenfalls eine weitere Steifigkeitserhöhung erzielt werden kann.Alternatively or additionally, the interior of the double-shell wall section formed between the inner and outer shell can be foamed with a supporting foam, whereby a further increase in rigidity can likewise be achieved.
Um eine hohe Korrosionsbeständigkeit gegenüber äußeren Einflüssen und eine makellose Außenoptik zu erreichen, wird in vorteilhafter Weiterbildung der Erfindung die Außenseite der Containerwand schweißnahtfrei ausgebildet. Die Innenschale 11 des doppelschaligen Abschnittes kann von innen her auf die Außenschale 12 aufgeschweißt werden, während die genannte Außenschale 12 Teil der abgekanteten Containerwandung ist, welche die Außenschale bildet.In order to achieve a high corrosion resistance to external influences and an impeccable external appearance, the outer side of the container wall is formed without welding seams in an advantageous development of the invention. The
Wie
Claims (15)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP13001026.7A EP2599616B1 (en) | 2008-03-18 | 2009-03-17 | Storage container for waste, valuable substances and |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200820003792 DE202008003792U1 (en) | 2008-03-18 | 2008-03-18 | Collection container for waste, recyclables and the like |
Related Child Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13001026.7A Division-Into EP2599616B1 (en) | 2008-03-18 | 2009-03-17 | Storage container for waste, valuable substances and |
EP13001026.7A Division EP2599616B1 (en) | 2008-03-18 | 2009-03-17 | Storage container for waste, valuable substances and |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2103421A2 true EP2103421A2 (en) | 2009-09-23 |
EP2103421A3 EP2103421A3 (en) | 2012-08-29 |
EP2103421B1 EP2103421B1 (en) | 2017-05-10 |
Family
ID=40679413
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09003844.9A Not-in-force EP2103421B1 (en) | 2008-03-18 | 2009-03-17 | Storage container for waste, valuable substances and similar |
EP13001026.7A Not-in-force EP2599616B1 (en) | 2008-03-18 | 2009-03-17 | Storage container for waste, valuable substances and |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13001026.7A Not-in-force EP2599616B1 (en) | 2008-03-18 | 2009-03-17 | Storage container for waste, valuable substances and |
Country Status (2)
Country | Link |
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EP (2) | EP2103421B1 (en) |
DE (1) | DE202008003792U1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITRM20100242A1 (en) * | 2010-05-13 | 2011-11-14 | En4En Engineering For Environment S R L | COMPACTOR DEVICE AND COMPACTING UNIT. |
DE202012104603U1 (en) | 2012-11-27 | 2012-12-06 | Robert Müller | pressing containers |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT202100021536A1 (en) * | 2021-08-09 | 2023-02-09 | B T E S P A | COMPACTION UNIT THAT CAN BE ASSOCIATED WITH CONTAINERS FOR THE COLLECTION OF MATERIALS, AND CONTAINERS EQUIPPED WITH THE SAID COMPACTION UNIT |
Citations (2)
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DE19609246A1 (en) | 1996-03-09 | 1996-10-10 | Avermann Maschinenfabrik Gmbh | Measuring device for refuse collection equipment |
DE102005054986B3 (en) | 2005-11-16 | 2007-05-03 | Heinz Bergmann Maschinen für die Abfallwirtschaft e.Kfm | Press device for waste, has plunger and power transmitting unit with proximal and distal end whereby power transmitting unit is facing along common longitudinal axis in direction of container part at essentially right angles to plunger |
Family Cites Families (8)
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US4909564A (en) * | 1988-04-29 | 1990-03-20 | Peabody International Corporation | Front loading refuse truck body |
DE4311465C3 (en) * | 1993-04-08 | 2003-08-07 | Anders Wannborg | Tank ship with double-walled outer hull |
DE9419348U1 (en) * | 1994-12-02 | 1995-03-02 | Graaff Gmbh | Sandwich plate as a base plate for large containers used to transport goods |
AUPP267798A0 (en) * | 1998-03-30 | 1998-04-23 | Lynx Engineering Consultants Pty Ltd | Bulk material transport containers |
US6722839B2 (en) | 2001-10-23 | 2004-04-20 | Pendpac, Inc. | Refuse collection body |
JP2005314058A (en) * | 2004-04-28 | 2005-11-10 | Fuji Heavy Ind Ltd | Refuse storage box of refuse collection vehicle |
US20070149063A1 (en) * | 2005-12-21 | 2007-06-28 | Craig Thomas | Tapered drop box |
CN201012831Y (en) * | 2007-01-25 | 2008-01-30 | 李泽平 | Compression type garbage truck box |
-
2008
- 2008-03-18 DE DE200820003792 patent/DE202008003792U1/en not_active Expired - Lifetime
-
2009
- 2009-03-17 EP EP09003844.9A patent/EP2103421B1/en not_active Not-in-force
- 2009-03-17 EP EP13001026.7A patent/EP2599616B1/en not_active Not-in-force
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19609246A1 (en) | 1996-03-09 | 1996-10-10 | Avermann Maschinenfabrik Gmbh | Measuring device for refuse collection equipment |
DE102005054986B3 (en) | 2005-11-16 | 2007-05-03 | Heinz Bergmann Maschinen für die Abfallwirtschaft e.Kfm | Press device for waste, has plunger and power transmitting unit with proximal and distal end whereby power transmitting unit is facing along common longitudinal axis in direction of container part at essentially right angles to plunger |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITRM20100242A1 (en) * | 2010-05-13 | 2011-11-14 | En4En Engineering For Environment S R L | COMPACTOR DEVICE AND COMPACTING UNIT. |
DE202012104603U1 (en) | 2012-11-27 | 2012-12-06 | Robert Müller | pressing containers |
Also Published As
Publication number | Publication date |
---|---|
EP2599616A1 (en) | 2013-06-05 |
DE202008003792U1 (en) | 2009-08-13 |
EP2103421B1 (en) | 2017-05-10 |
EP2599616B1 (en) | 2017-05-10 |
EP2103421A3 (en) | 2012-08-29 |
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