EP3478587B1 - Device for producing tubular containers - Google Patents

Device for producing tubular containers Download PDF

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Publication number
EP3478587B1
EP3478587B1 EP16741544.7A EP16741544A EP3478587B1 EP 3478587 B1 EP3478587 B1 EP 3478587B1 EP 16741544 A EP16741544 A EP 16741544A EP 3478587 B1 EP3478587 B1 EP 3478587B1
Authority
EP
European Patent Office
Prior art keywords
geotextile
frame
web
geotextile web
trough
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP16741544.7A
Other languages
German (de)
French (fr)
Other versions
EP3478587A1 (en
Inventor
Roland Draier
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Topocare GmbH
Original Assignee
Topocare GmbH
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Filing date
Publication date
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Publication of EP3478587A1 publication Critical patent/EP3478587A1/en
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Publication of EP3478587B1 publication Critical patent/EP3478587B1/en
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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65BMACHINES, APPARATUS OR DEVICES FOR, OR METHODS OF, PACKAGING ARTICLES OR MATERIALS; UNPACKING
    • B65B1/00Packaging fluent solid material, e.g. powders, granular or loose fibrous material, loose masses of small articles, in individual containers or receptacles, e.g. bags, sacks, boxes, cartons, cans, or jars
    • B65B1/02Machines characterised by the incorporation of means for making the containers or receptacles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65BMACHINES, APPARATUS OR DEVICES FOR, OR METHODS OF, PACKAGING ARTICLES OR MATERIALS; UNPACKING
    • B65B1/00Packaging fluent solid material, e.g. powders, granular or loose fibrous material, loose masses of small articles, in individual containers or receptacles, e.g. bags, sacks, boxes, cartons, cans, or jars
    • B65B1/04Methods of, or means for, filling the material into the containers or receptacles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65BMACHINES, APPARATUS OR DEVICES FOR, OR METHODS OF, PACKAGING ARTICLES OR MATERIALS; UNPACKING
    • B65B41/00Supplying or feeding container-forming sheets or wrapping material
    • B65B41/12Feeding webs from rolls
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65BMACHINES, APPARATUS OR DEVICES FOR, OR METHODS OF, PACKAGING ARTICLES OR MATERIALS; UNPACKING
    • B65B43/00Forming, feeding, opening or setting-up containers or receptacles in association with packaging
    • B65B43/42Feeding or positioning bags, boxes, or cartons in the distended, opened, or set-up state; Feeding preformed rigid containers, e.g. tins, capsules, glass tubes, glasses, to the packaging position; Locating containers or receptacles at the filling position; Supporting containers or receptacles during the filling operation
    • B65B43/54Means for supporting containers or receptacles during the filling operation
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65BMACHINES, APPARATUS OR DEVICES FOR, OR METHODS OF, PACKAGING ARTICLES OR MATERIALS; UNPACKING
    • B65B9/00Enclosing successive articles, or quantities of material, e.g. liquids or semiliquids, in flat, folded, or tubular webs of flexible sheet material; Subdividing filled flexible tubes to form packages
    • B65B9/02Enclosing successive articles, or quantities of material between opposed webs
    • B65B9/023Packaging fluent material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65BMACHINES, APPARATUS OR DEVICES FOR, OR METHODS OF, PACKAGING ARTICLES OR MATERIALS; UNPACKING
    • B65B9/00Enclosing successive articles, or quantities of material, e.g. liquids or semiliquids, in flat, folded, or tubular webs of flexible sheet material; Subdividing filled flexible tubes to form packages
    • B65B9/06Enclosing successive articles, or quantities of material, in a longitudinally-folded web, or in a web folded into a tube about the articles or quantities of material placed upon it
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65BMACHINES, APPARATUS OR DEVICES FOR, OR METHODS OF, PACKAGING ARTICLES OR MATERIALS; UNPACKING
    • B65B9/00Enclosing successive articles, or quantities of material, e.g. liquids or semiliquids, in flat, folded, or tubular webs of flexible sheet material; Subdividing filled flexible tubes to form packages
    • B65B9/10Enclosing successive articles, or quantities of material, in preformed tubular webs, or in webs formed into tubes around filling nozzles, e.g. extruded tubular webs
    • B65B9/13Enclosing successive articles, or quantities of material, in preformed tubular webs, or in webs formed into tubes around filling nozzles, e.g. extruded tubular webs the preformed tubular webs being supplied in a flattened state
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/106Temporary dykes
    • E02B3/108Temporary dykes with a filling, e.g. filled by water or sand
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/127Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/128Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/18Making embankments, e.g. dikes, dams
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/202Securing of slopes or inclines with flexible securing means
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1685Shapes cylindrical
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0085Geotextiles

Definitions

  • the invention relates to a device for producing a tubular container which can be filled with granular, powdery, pourable materials, the container preferably consisting of a web made of geotextile material.
  • Hoses made of geotextile material which are preferably filled with sand, but also with gravel, crushed stone, earth or similar building materials, are particularly useful for building walls, e.g. B. for protective structures such as dykes, noise walls, etc., can be used.
  • the geotextile material has sufficient strength to hold the granular materials in a matrix, wherein the geotextile material can be water-permeable and water-impermeable.
  • Hoses manufactured in this way can advantageously be used in dam construction, in which case they are used, in addition to the construction of permanent structures, also for the repair of dams and the erection of temporary structures.
  • a dam constructed with the hoses has a high level of stability, and the hoses in particular can cope with flooding of the dam.
  • a device for filling hoses made of geotextile material is known.
  • the device described in the prior art comprises a tubular housing which interacts with a winding device on which the geotextile material is held. The pourable material is then introduced through the tubular housing in a continuous process, so that a filled tube is created as a result of the unwinding of the geotextile material.
  • Such a device known according to the prior art, has disadvantages in that it is very expensive to build and is only suitable for the mechanical laying of filled geotextile tubes.
  • the known device for the backfilling process, the known device of a complex infrastructure of vehicles and conveyors, in order to ensure a continuous filling and laying process of the hoses.
  • hoses must be created quickly and without major preparation of an infrastructure in order to achieve damming or containment in this way, which is to be erected directly on site.
  • WO 2010/142298 A1 discloses a device for producing a tubular, elongated bag which can be filled with sand, for example, the device consisting of a movable frame with at least one developable geotextile sheet, the frame comprising a filler trough with an outlet pipe for the material, and the filler trough a has a screw conveyor acting against the direction of movement of the frame for the filled material, which is enveloping the material at the rear end of the filling trough in the area of the outlet pipe by means of the unwindable geotextile sheet when the frame is advanced to form a hose.
  • the invention thus poses the problem of providing a device for producing a tubular container which can be used immediately and quickly, the device being designed to be lighter and less expensive in terms of construction and transport volume.
  • the device according to the invention is easy and simple to handle, in that it can be used quickly and easily on site where, for example, a filled geotextile tube is to be created.
  • a tubular container can be created quickly and easily.
  • the device is pulled here by its own drive or by a tractor, it also being possible for the material to be simply filled into the filling trough with a bucket wheel loader.
  • the propulsion forms the filled hose, which is deposited by the device in such a way that, on the one hand, a Geotextile sheet from below and a geotextile sheet from above form the covered tube for the material.
  • the closure of the geotextile sheet through the edge areas is preferably done here the overlapping of these is carried out around the first geotextile sheet, whereby the bond below the hose is created by the weight of the material lying on it.
  • the device consists of a movable frame with at least one unwindable geotextile sheet, the frame comprising a filling trough with an outlet funnel for the material, and the filling trough via a conveying device acting against the direction of movement of the frame for the filled Has material, which at the rear end of the filling trough in the area of the discharge funnel by means of the unwindable geotextile sheet surrounds the material to form a hose when the frame is advanced.
  • the conveying device can comprise a further unwindable geotextile web at the front end of the filling trough. This is threaded into the filler trough as the frame is advanced into the filler trough and guided in it. As a result of the movement of the frame, the material placed on it or filled in is discharged from the frame against the propulsion movement.
  • the conveying device can, however, also comprise an endless belt arranged on the bottom of the trough or a cylinder arranged in the filling trough, the endless belt moving the material lying on it in relative movement to the frame, which is still moved forward, the material being discharged from the frame against the propulsion movement.
  • a cylinder located in the hopper will then push the material out of the frame against the propulsion movement.
  • the device and here in particular the filling trough with two geotextile webs on the frame, has a threading area at its front end for the first, unwindable geotextile web, which is fixed with its free end at the starting point of the hose laying before the device is put into operation.
  • the fixed geotextile sheet then pulls itself through the inner filling trough area, whereby it unfolds either on the ground or in such a way that the geotextile on the walls of the trough applies and spreads out when the geotextile sheet is kept in a folded state, for example.
  • a tensioning element in the form of a network can be integrated between the edges of the web, which ensures sufficient dimensional stability of the round shape of the hose in the diameter axis of the hose.
  • the geotextile sheet is guided on the trough floor during the advance of the frame and is more or less stationary in relation to the laying environment, because the frame is pulled away from under the geotextile sheet with the material, so that a discharge occurs at the end of the frame.
  • the threading area for the second unwindable geotextile web is provided, which envelops the material filled in on the first unwound geotextile web during advance to form a tube.
  • the material on the first geotextile web in the discharge funnel can be shaped into a round cross section as a result of the advance, that is to say the continuous process.
  • the discharge funnel cooperates with a metering device in the form of a slide, which specifies the diameter size of the hose to be formed, in which excess material is pushed back into the filling trough.
  • the relevant widths of the geotextile sheets are then used to lay different hose diameters.
  • the edge areas of the second unwound geotextile web are guided on the outside of the funnel walls of the discharge funnel in such a way that the edge areas overlap under the unwound geotextile web with the material to form the filled tube.
  • the material introduced into the filling trough is conveyed on the first geotextile sheet, the material being shaped into a round shape when exiting the filling trough in the transition to the discharge funnel, the second geotextile sheet then being unwound over the discharge funnel accordingly, which, due to the design of the discharge funnel, wraps around the shaped material area in such a way that the edges of the second geotextile sheet overlap below the discharge funnel and are caused by the weight of the Hose are held together.
  • the front threading area essentially consists of an unwinding axis for the geotextile sheet and a vertical or horizontal slot on the front side of the filling trough.
  • the geotextile web can be introduced into the trough area through this slot, whereby a folded geotextile web, which is stored unrollable on the unrolling axis, can be unfolded in such a way that one half area of the web attaches to one wall and the other half area to the other wall the filling recess lays and is guided.
  • the vertical slot in the front wall of the filling trough is intended for this purpose. The pourable material is then applied to the unfolded geotextile sheet, which is then conveyed to the discharge area as a result of the movement of the frame on the first geotextile sheet.
  • the rear threading area consists of an unrolling axis for the second geotextile sheet arranged horizontally above the discharge funnel and a guide device arranged on the outer wall of the discharge funnel for the edges of the second geotextile sheet.
  • the unwinding process takes place in such a way that the edges pull along the outer walls of the discharge funnel during the movement process of the frame in such a way that the guide device comprises two oppositely curved paths on the outer wall of the discharge funnel for discharge, which run towards each other below the funnel outlet for discharge Allow superimposed layers of the two edges of the second geotextile.
  • the web can be designed as a backdrop for receiving the web edge.
  • the web consists of roll holders in which the web edge is held in sections.
  • the edges of the geotextile webs can be equipped with so-called stabilizers such as guide strips, line rods or the like for guidance in the paths of the guide device are edged here in folded pockets on the edge of the web. Because of this training, there is a bead on the edge material, which can be guided here in the scenes but also in the roll holders.
  • the first geotextile web is provided with a tensioning element, which stretches between the edges of the geotextile web when it is filled.
  • the tensioning element can be integrated in the form of a network between the edges of the web, which ensures sufficient dimensional stability of the round shape of the hose in the diameter axis of the laid filled hose.
  • the frame is provided with its own drive.
  • This can, for example, comprise a crawler track, which can be arranged with a universal joint or ball joint below the frame. Because of this design, the maneuverability of the device is guaranteed so that the hose can be laid in any direction.
  • Another design of the movable frame can be designed such that the frame is designed as a trailer that can interact with a tractor.
  • the frame has an axis arranged with balloon wheels below the discharge funnel. The structure of the device makes it possible that the device can also be moved on hoses that have already been laid, so that corresponding hoses can be laid one above the other here.
  • FIGS. 1 , 2 and 3 show an embodiment of a device 1 for producing a tubular container 2, as shown in FIG Figure 2 is indicated.
  • the container 2 consists of a granular, powdery, pourable or flowable material, which in the example shown is covered by webs 3 and 4 made of geotextile material.
  • the device 1 consists of a movable frame 5 with a filling trough 6 for the material.
  • the filling trough 6 has an outlet funnel 7 for the material at the rear end, with a first threading area 8 for a first unwindable geotextile web 3 being provided at the front end, which is guided on the trough bottom 9 when the frame 5 is advanced.
  • a second threading area is provided for a second unwindable geotextile web 4, which envelops the material filled in on the first unwound geotextile web 3 during advance to form a tube 10, as shown in FIG Figure 2 in side view.
  • the material on the first geotextile web 3 in the discharge funnel 7 is shaped into a round cross-section, with the edge areas 12 and 13 of the second unwound geotextile web 4 on the outside of the funnel walls 14 and 15 of the discharge funnel as the frame 5 advances 7 are guided in such a way that the edge regions 12 and 13 overlapping as in the Figure 6 Place shown under the first unwound geotextile web 3 with the material to form the filled tube 10 according to FIG Figure 2 and the Figure 7 .
  • the material on the first geotextile web 3 in the outlet funnel 7 can be shaped into a round cross section as a result of the advance, that is to say the continuous process.
  • the discharge funnel 7 interacts with a metering device 7.1 in the form of a slide, which specifies the diameter size of the hose 10 to be formed, in which excess material is pushed back into the filling recess 6.
  • the relevant widths of the geotextile webs 4 are then used to lay different hose diameters.
  • the front threading area consists essentially of an unwinding axis 16 for the geotextile sheet 3 and a vertical or horizontal slot, not shown in detail, on the end face of the filling trough 6.
  • the geotextile sheet 3 can be introduced in this way that it is held in the folded state on the unwinding axis 16.
  • the geotextile sheet 3 lies in the filling trough 6. If the frame 5 is now moved in the direction of the arrow 11, the material filled on the geotextile sheet 3 moves in the direction of the discharge funnel 7 on which the rear threading device is located. This consists of an unwinding axis 20 for the second geotextile web 4, which is arranged horizontally above the discharge funnel 7, and one on the Guide device 21 arranged on the outer wall of the discharge funnel 7 for the edges or edge regions 12 and 13 of the second geotextile sheet 4.
  • the guide device 21 shown in FIG Figures 4 and 5 comprises in this case two opposite on the outer wall of the discharge funnel 7 for discharge curved, converging tracks 22 and 23, which are arranged below the funnel outlet towards the discharge, one above the other, as shown in FIG Figure 2 and 4th is recognizable.
  • the guideways 22 and 23 are shown in dashed lines.
  • the webs 22 and 23 can be designed, for example, as a backdrop for receiving the web edge.
  • the tracks 22 and 23 consist of roller holders 24, as shown in the detailed view in FIG Figure 5 are shown in perspective view.
  • the roller holder 24 consists of an angle profile 25 on which a roller 26 is arranged on the inside.
  • the edges of the geotextile webs 3, 4 are equipped with stabilizers 27 for guidance in the webs 22 and 23 of the guide device 21, these being for example guide bands, guide lines or flexible ones as shown Can be management staff.
  • the frame 5 is provided with a drive 28, which is designed here in the embodiment as a caterpillar.
  • the caterpillar is here with a cardan or Ball joint connected to the underside of the frame 5, so that the crawler undercarriage below the frame 5 has sufficient freedom of movement to ensure cross-country mobility.
  • the caterpillar chassis is provided with a drive so that the direction in which the hose 10 is to be laid here can be determined by controlling the individual caterpillar chains.
  • Another embodiment can also consist in that the frame 5 is designed as a trailer that interacts with a tractor, which is not shown in detail here. Because it would also be conceivable that the frame 5 can be moved with a tractor.
  • this has an axle 30 equipped with balloon wheels 29 below the discharge funnel 7, so that in particular hoses 10 can also be superimposed with the device 1, and due to the balloon wheels 29 a minimal load is exerted on the hoses 10 that have already been laid.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
  • Revetment (AREA)
  • Chutes (AREA)

Description

Technisches GebietTechnical area

Die Erfindung betrifft eine Vorrichtung zur Herstellung eines schlauchförmigen Behältnisses, welches mit körnigen, pulverförmigen, schüttfähigen Materialien befüllbar ist, wobei das Behältnis vorzugsweise aus einer aus Geotextilmaterial gefertigten Bahn besteht.The invention relates to a device for producing a tubular container which can be filled with granular, powdery, pourable materials, the container preferably consisting of a web made of geotextile material.

Stand der TechnikState of the art

Aus Geotextilmaterial gefertigte Schläuche, welche vorzugsweise mit Sand gefüllt werden, aber auch mit Kies, Schotter, Erdstoffen oder ähnlichen Baumaterialien, sind insbesondere zur Errichtung von Wällen, z. B. für Schutzbauwerke wie Deiche, Lärmwälle usw., verwendbar. Das Geotextilmaterial weist hierbei die hinreichende Festigkeit auf, um die körnigen Materialien in einer Matrix zu halten, wobei das Geotextilmaterial wasserdurchlässig und wasserundurchlässig sein kann. So können derartig gefertigte Schläuche in vorteilhafter Weise im Dammbau eingesetzt werden, wobei sie neben der Erstellung dauerhafter Bauwerke auch zur Reparatur von Dämmen und zur Errichtung temporärer Bauwerke Verwendung finden. Ein mit den Schläuchen erstellter Damm weist eine hohe Stabilität auf, die Schläuche verkraften insbesondere eine Überspülung des Damms.Hoses made of geotextile material, which are preferably filled with sand, but also with gravel, crushed stone, earth or similar building materials, are particularly useful for building walls, e.g. B. for protective structures such as dykes, noise walls, etc., can be used. The geotextile material has sufficient strength to hold the granular materials in a matrix, wherein the geotextile material can be water-permeable and water-impermeable. Hoses manufactured in this way can advantageously be used in dam construction, in which case they are used, in addition to the construction of permanent structures, also for the repair of dams and the erection of temporary structures. A dam constructed with the hoses has a high level of stability, and the hoses in particular can cope with flooding of the dam.

So ist aus der DE 20 2010 008 093 U1 eine Vorrichtung zum Befüllen von aus Geotextilmaterial gefertigten Schläuchen bekannt. Die im Stand der Technik beschriebene Vorrichtung umfasst ein rohrförmiges Gehäuse, welches mit einer Wickelvorrichtung, auf der das Geotextilmaterial vorgehalten wird, zusammenwirkt. Durch das rohrförmige Gehäuse wird dann in einem fortlaufenden Prozess das schüttfähige Material eingebracht, sodass infolge der Abwicklung des Geotextilmaterials ein verfüllter Schlauch entsteht.So is from the DE 20 2010 008 093 U1 a device for filling hoses made of geotextile material is known. The device described in the prior art comprises a tubular housing which interacts with a winding device on which the geotextile material is held. The pourable material is then introduced through the tubular housing in a continuous process, so that a filled tube is created as a result of the unwinding of the geotextile material.

Eine derartige, nach dem Stand der Technik bekannte Vorrichtung weist dahingehend Nachteile auf, dass diese sehr aufwendig baut und ausschließlich für das maschinelle Verlegen von verfüllten Geotextilschläuchen geeignet ist. Für den Verfüllvorgang bedarf es bei der bekannten Vorrichtung einer aufwendigen Infrastruktur an Fahrzeugen und Fördereinrichtungen, um einen kontinuierlichen Befüllvorgang und Verlegevorgang der Schläuche zu gewährleisten. Oft wird es jedoch gefordert, dass insbesondere schnell und ohne große Herrichtung einer Infrastruktur Schläuche erstellt werden müssen, um auf diese Weise eine Abdämmung oder Eindämmung zu erwirken, die unmittelbar vor Ort zu errichten ist.Such a device, known according to the prior art, has disadvantages in that it is very expensive to build and is only suitable for the mechanical laying of filled geotextile tubes. For the backfilling process, the known device of a complex infrastructure of vehicles and conveyors, in order to ensure a continuous filling and laying process of the hoses. Often, however, it is required that hoses must be created quickly and without major preparation of an infrastructure in order to achieve damming or containment in this way, which is to be erected directly on site.

WO 2010/142298 A1 offenbart eine Vorrichtung zur Herstellung einer schlauchförmigen, länglichen Tasche, welche z.B. mit Sand befüllbar ist, wobei die Vorrichtung aus einem verfahrbaren Gestell mit wenigstens einer abwickelbaren Geotextilbahn besteht, wobei das Gestell eine Einfüllmulde mit einem Auslaufrohr für das Material umfasst, und wobei die Einfüllmulde eine gegen die Bewegungsrichtung des Gestells wirkende Förderschnecke für das eingefüllte Material aufweist, welches am hinteren Ende der Einfüllmulde im Bereich des Auslaufrohrs mittels der abwickelbaren Geotextilbahn beim Vortrieb des Gestells das Material einhüllend zur Bildung eines Schlauches umgeben wird. WO 2010/142298 A1 discloses a device for producing a tubular, elongated bag which can be filled with sand, for example, the device consisting of a movable frame with at least one developable geotextile sheet, the frame comprising a filler trough with an outlet pipe for the material, and the filler trough a has a screw conveyor acting against the direction of movement of the frame for the filled material, which is enveloping the material at the rear end of the filling trough in the area of the outlet pipe by means of the unwindable geotextile sheet when the frame is advanced to form a hose.

Darstellung der ErfindungPresentation of the invention Aufgabetask

Der Erfindung stellt sich somit das Problem, eine Vorrichtung zur Herstellung eines schlauchförmigen Behältnisses bereitzustellen, welche umgehend schnell einsatzfähig ist, wobei die Vorrichtung vom Bau und Transportvolumen her leichter und kostengünstiger ausfallen soll.The invention thus poses the problem of providing a device for producing a tubular container which can be used immediately and quickly, the device being designed to be lighter and less expensive in terms of construction and transport volume.

Lösungsolution

Erfindungsgemäß wird das Problem mit den Merkmalen des Hauptanspruchs gelöst. Vorteilhafte Ausgestaltungen der Erfindung ergeben sich aus den Unteransprüchen.According to the invention, the problem is solved with the features of the main claim. Advantageous embodiments of the invention emerge from the subclaims.

Die mit der Erfindung erreichten Vorteile bestehen nun darin, dass die erfindungsgemäße Vorrichtung leicht und einfach handhabbar ist, indem sie vor Ort, wo beispielsweise ein verfüllter Geotextilschlauch erstellt werden soll, einfach und schnell zum Einsatz kommen kann. Mit der Vorrichtung besteht nun die Möglichkeit, dass durch das Befüllen des verfahrbaren Gestells der Vorrichtung in Verbindung mit dem gespeicherten Geotextilmaterial schnell und in einfacher Weise ein schlauchförmiges Behältnis erstellt werden kann. Die Vorrichtung wird hierbei durch einen eigenen Antrieb oder aber durch eine Zugmaschine gezogen, wobei auch ein einfaches Einfüllen des Materials in die Einfüllmulde mit einem Schaufelradlader erfolgen kann. Durch Verfahren der Vorrichtung formt sich durch den Vortrieb der befüllte Schlauch, der von der Vorrichtung derart abgelegt wird, dass einerseits eine Geotextilbahn von unten und eine Geotextilbahn von oben her den ummantelten Schlauch für das Material bilden. Das Schließen der Geotextilbahn durch die Randbereiche wird hierbei vorzugsweise durch das Überlappen dieser um die erste Geotextilbahn vorgenommen, wobei durch das Eigengewicht des aufliegenden Materials der Verbund unterhalb des Schlauches geschaffen wird.The advantages achieved with the invention are that the device according to the invention is easy and simple to handle, in that it can be used quickly and easily on site where, for example, a filled geotextile tube is to be created. With the device there is now the possibility that by filling the movable frame of the device in connection with the stored geotextile material, a tubular container can be created quickly and easily. The device is pulled here by its own drive or by a tractor, it also being possible for the material to be simply filled into the filling trough with a bucket wheel loader. As the device moves, the propulsion forms the filled hose, which is deposited by the device in such a way that, on the one hand, a Geotextile sheet from below and a geotextile sheet from above form the covered tube for the material. The closure of the geotextile sheet through the edge areas is preferably done here the overlapping of these is carried out around the first geotextile sheet, whereby the bond below the hose is created by the weight of the material lying on it.

Gemäß der Erfindung wird hierzu vorgeschlagen, dass die Vorrichtung aus einem verfahrbaren Gestell mit wenigstens einer abwickelbaren Geotextilbahn besteht, wobei das Gestell eine Einfüllmulde mit einem Auslauftrichter für das Material umfasst, und wobei die Einfüllmulde über eine gegen die Bewegungsrichtung des Gestells wirkende Fördereinrichtung für das eingefüllte Material aufweist, welches am hinteren Ende der Einfüllmulde im Bereich des Auslauftrichters mittels der abwickelbaren Geotextilbahn beim Vortrieb des Gestells das Material einhüllend zur Bildung eines Schlauches umgibt. Die Fördereinrichtung kann hierbei nach einer ersten Ausführungsform eine an dem vorderen Ende der Einfüllmulde weitere abwickelbare Geotextilbahn umfassen. Diese wird in der Einfüllmulde beim Vortrieb des Gestells in die Einfüllmulde eingefädelt und in dieser geführt. Infolge der Bewegung des Gestells wird das aufliegende bzw. eingefüllte Material gegen die Vortriebsbewegung aus dem Gestell ausgetragen.According to the invention it is proposed for this purpose that the device consists of a movable frame with at least one unwindable geotextile sheet, the frame comprising a filling trough with an outlet funnel for the material, and the filling trough via a conveying device acting against the direction of movement of the frame for the filled Has material, which at the rear end of the filling trough in the area of the discharge funnel by means of the unwindable geotextile sheet surrounds the material to form a hose when the frame is advanced. According to a first embodiment, the conveying device can comprise a further unwindable geotextile web at the front end of the filling trough. This is threaded into the filler trough as the frame is advanced into the filler trough and guided in it. As a result of the movement of the frame, the material placed on it or filled in is discharged from the frame against the propulsion movement.

Die Fördereinrichtung kann aber auch nach ein am Muldenboden angeordnetes Endlosband oder ein in der Einfüllmulde angeordneter Zylinder umfassen, wobei das Endlosband das aufliegende Material in Relativbewegung zum Gestell, welches noch vorne bewegt wird, wobei das Material gegen die Vortriebsbewegung aus dem Gestell ausgetragen wird. Ein in der Einfüllmulde angeordneter Zylinder wird das Material dann gegen die Vortriebsbewegung aus dem Gestell herausdrücken.The conveying device can, however, also comprise an endless belt arranged on the bottom of the trough or a cylinder arranged in the filling trough, the endless belt moving the material lying on it in relative movement to the frame, which is still moved forward, the material being discharged from the frame against the propulsion movement. A cylinder located in the hopper will then push the material out of the frame against the propulsion movement.

Die Vorrichtung, und hier insbesondere die auf dem Gestell vorhandene Einfüllmulde mit zwei Geotextilbahnen, weist hierbei an ihrem vorderen Ende einen Einfädelbereich für die erste, abwickelbare Geotextilbahn auf, die vor Inbetriebnahme der Vorrichtung mit ihrem freien Ende am Startpunkt der Schlauchverlegung fixiert wird. Die fixierte Geotextilbahn zieht sich dann beim Verfahren des Gestells durch den inneren Einfüllmuldenbereich, wobei diese sich entweder am Boden oder aber auch derart auffaltet, dass sich das Geotextil an den Wänden der Mulde anlegt und ausbreitet, wenn die Geotextilbahn beispielsweise in gefaltetem Zustand vorgehalten wird. Hierbei kann ein Spannelement in Form eines Netzes zwischen den Rändern der Bahn eingebunden sein, welches in der Durchmesserachse des Schlauches die hinreichende Formstabilität der runden Form des Schlauches gewährleistet. Die Geotextilbahn ist hierbei auf dem Muldenboden beim Vortrieb des Gestells geführt und ist quasi ortsfest gegenüber der Verlegeumgebung, weil das Gestell unter der Geotextilbahn mit dem Material weggezogen wird, sodass sich ein Austrag am Ende des Gestells einstellt. Am hinteren Ende der Einfüllmulde ist der Einfädelbereich für die zweite abwickelbare Geotextilbahn vorgesehen, die das auf der ersten abgewickelten Geotextilbahn eingefüllte Material beim Vortrieb einhüllend zur Bildung eines Schlauches umgibt.The device, and here in particular the filling trough with two geotextile webs on the frame, has a threading area at its front end for the first, unwindable geotextile web, which is fixed with its free end at the starting point of the hose laying before the device is put into operation. When the frame is moved, the fixed geotextile sheet then pulls itself through the inner filling trough area, whereby it unfolds either on the ground or in such a way that the geotextile on the walls of the trough applies and spreads out when the geotextile sheet is kept in a folded state, for example. In this case, a tensioning element in the form of a network can be integrated between the edges of the web, which ensures sufficient dimensional stability of the round shape of the hose in the diameter axis of the hose. The geotextile sheet is guided on the trough floor during the advance of the frame and is more or less stationary in relation to the laying environment, because the frame is pulled away from under the geotextile sheet with the material, so that a discharge occurs at the end of the frame. At the rear end of the filling trough, the threading area for the second unwindable geotextile web is provided, which envelops the material filled in on the first unwound geotextile web during advance to form a tube.

Nach einer besonders vorteilhaften Ausgestaltung ist hierbei infolge des Vortriebs, also des fortlaufenden Prozesses, das Material auf der ersten Geotextilbahn in dem Auslauftrichter zu einem runden Querschnitt formbar. Der Auslauftrichter wirkt hierbei mit einer Dosiereinrichtung in Form eines Schiebers zusammen, der die Durchmessergröße des zu formenden Schlauches vorgibt, in dem überschüssiges Material in die Einfüllmulde zurückgeschoben wird. Zur Verlegung unterschiedlicher Schlauchdurchmesser kommen dann entsprechend die betreffenden Breiten der Geotextilbahnen zum Einsatz. In Vortrieb des Gestells werden die Randbereiche der zweiten abgewickelten Geotextilbahn außen an den Trichterwänden des Auslauftrichters derart geführt, dass sich die Randbereiche überlappend unter die abgewickelte Geotextilbahn mit dem Material legen zur Bildung des befüllten Schlauches. Somit versteht es sich, dass das in die Einfüllmulde eingebrachte Material auf der ersten Geotextilbahn gefördert wird, wobei das Material beim Austritt aus der Einfüllmulde im Übergang zum Auslauftrichter zu einer runden Form geformt wird, wobei dann über dem Auslauftrichter entsprechend die zweite Geotextilbahn abgewickelt wird, die aufgrund der Ausbildung des Auslauftrichters sich um den geformten Materialbereich derart legt, dass die Ränder der zweiten Geotextilbahn sich unterhalb des Auslauftrichters überlappend zusammenfügen und durch das Eigengewicht des Schlauches zusammengehalten werden.According to a particularly advantageous embodiment, the material on the first geotextile web in the discharge funnel can be shaped into a round cross section as a result of the advance, that is to say the continuous process. The discharge funnel cooperates with a metering device in the form of a slide, which specifies the diameter size of the hose to be formed, in which excess material is pushed back into the filling trough. The relevant widths of the geotextile sheets are then used to lay different hose diameters. When the frame is advanced, the edge areas of the second unwound geotextile web are guided on the outside of the funnel walls of the discharge funnel in such a way that the edge areas overlap under the unwound geotextile web with the material to form the filled tube. Thus, it goes without saying that the material introduced into the filling trough is conveyed on the first geotextile sheet, the material being shaped into a round shape when exiting the filling trough in the transition to the discharge funnel, the second geotextile sheet then being unwound over the discharge funnel accordingly, which, due to the design of the discharge funnel, wraps around the shaped material area in such a way that the edges of the second geotextile sheet overlap below the discharge funnel and are caused by the weight of the Hose are held together.

In Weiterbildung der Erfindung besteht der vordere Einfädelbereich im Wesentlichen aus einer Abrollachse für die Geotextilbahn sowie einem senkrecht oder horizontal verlaufenden Schlitz an der Stirnseite der Einfüllmulde. Somit kann durch diesen Schlitz die Geotextilbahn in den Muldenbereich eingeführt werden, wobei eine gefaltete Geotextilbahn, die abrollbar auf der Abrollachse gespeichert ist, derart aufgefaltet werden kann, dass sich jeweils ein Halbbereich der Bahn an die eine Wand und der andere Halbbereich an die andere Wand der Einfüllmulde legt und geführt ist. Für die gefaltete Geotextilbahn ist hierzu der senkrecht verlaufende Schlitz in der Stirnwand der Einfüllmulde gedacht. Auf die aufgefaltete Geotextilbahn wird dann das schüttfähige Material aufgetragen, welches dann infolge der Bewegung des Gestells auf der ersten Geotextilbahn zum Austragsbereich gefördert wird.In a further development of the invention, the front threading area essentially consists of an unwinding axis for the geotextile sheet and a vertical or horizontal slot on the front side of the filling trough. Thus, the geotextile web can be introduced into the trough area through this slot, whereby a folded geotextile web, which is stored unrollable on the unrolling axis, can be unfolded in such a way that one half area of the web attaches to one wall and the other half area to the other wall the filling recess lays and is guided. For the folded geotextile sheet, the vertical slot in the front wall of the filling trough is intended for this purpose. The pourable material is then applied to the unfolded geotextile sheet, which is then conveyed to the discharge area as a result of the movement of the frame on the first geotextile sheet.

Nach einer besonders vorteilhaften Weiterbildung besteht der hintere Einfädelbereich aus einer über dem Auslauftrichter horizontal angeordneten Abrollachse für die zweite Geotextilbahn sowie einer an der Außenwand des Auslauftrichters angeordneten Führungseinrichtung für die Ränder der zweiten Geotextilbahn. Der Abwickelvorgang erfolgt derart, dass sich die Ränder beim Bewegungsvorgang des Gestells an den Außenwandungen des Auslauftrichters entlangziehen in der Art, dass die Führungseinrichtung zwei gegenüberliegend an der Außenwand des Auslauftrichters zum Austrag gebogene, aufeinander zulaufende Bahnen umfasst, die unterhalb des Trichterauslaufs zum Austrag hin die übereinanderliegenden Lagen der beiden Ränder des zweiten Geotextils ermöglichen.According to a particularly advantageous further development, the rear threading area consists of an unrolling axis for the second geotextile sheet arranged horizontally above the discharge funnel and a guide device arranged on the outer wall of the discharge funnel for the edges of the second geotextile sheet. The unwinding process takes place in such a way that the edges pull along the outer walls of the discharge funnel during the movement process of the frame in such a way that the guide device comprises two oppositely curved paths on the outer wall of the discharge funnel for discharge, which run towards each other below the funnel outlet for discharge Allow superimposed layers of the two edges of the second geotextile.

Nach einer besonders vorteilhaften Ausgestaltung der Erfindung kann die Bahn als Kulisse zur Aufnahme des Bahnrandes ausgebildet sein. Es besteht auch die Möglichkeit, dass die Bahn aus Rollenhaltern besteht, in denen abschnittsweise eine Halterung des Bahnrandes erfolgt. Hierbei können die Ränder der Geotextilbahnen zur Führung in den Bahnen der Führungseinrichtung mit sogenannten Stabilisatoren wie Führungsbändern, Leinenstäben oder dergleichen ausgestattet sein, die hier in gefalteten Taschen am Bahnrand eingefasst sind. Aufgrund dieser Ausbildung ergibt sich eine Wulst am Randmaterial, die hier in den Kulissen aber auch in den Rollenhaltern geführt werden kann.According to a particularly advantageous embodiment of the invention, the web can be designed as a backdrop for receiving the web edge. There is also the possibility that the web consists of roll holders in which the web edge is held in sections. Here, the edges of the geotextile webs can be equipped with so-called stabilizers such as guide strips, line rods or the like for guidance in the paths of the guide device are edged here in folded pockets on the edge of the web. Because of this training, there is a bead on the edge material, which can be guided here in the scenes but also in the roll holders.

Nach einer besonders vorteilhaften Weiterbildung, wie bereits oben schon näher ausgeführt, ist die erste Geotextilbahn mit einem Spannelement versehen, welches sich beim Befüllen zwischen die Ränder der Geotextilbahn spannt. Die Geotextilbahn zieht sich beim Verfahren des Gestells in den inneren Einfüllmuldenbereich, wobei diese sich entweder am Boden oder aber auch derart auffaltet, dass sich das Geotextil an den Wänden der Mulde anlegt und ausbreitet, wenn die Geotextilbahn beispielsweise in gefaltetem Zustand vorgehalten wird. Hierbei kann das Spannelement in Form eines Netzes zwischen den Rändern der Bahn eingebunden sein, welches in der Durchmesserachse des verlegten befüllten Schlauches die hinreichende Formstabilität der runden Form des Schlauches gewährleistet.According to a particularly advantageous further development, as already explained in more detail above, the first geotextile web is provided with a tensioning element, which stretches between the edges of the geotextile web when it is filled. When the frame is moved, the geotextile sheet pulls itself into the inner filling trough area, whereby it unfolds either on the ground or in such a way that the geotextile lies against the walls of the trough and spreads out when the geotextile sheet is held in a folded state, for example. In this case, the tensioning element can be integrated in the form of a network between the edges of the web, which ensures sufficient dimensional stability of the round shape of the hose in the diameter axis of the laid filled hose.

In Weiterbildung der Erfindung ist das Gestell mit einem eigenen Antrieb versehen. Dieser kann beispielsweise ein Raupenfahrwerk umfassen, welches mit einem Kardangelenk oder Kugelgelenk unterhalb des Gestells angeordnet sein kann. Aufgrund dieser Ausbildung wird die Wendigkeit der Vorrichtung gewährleistet, sodass in jeder Richtung der Schlauch verlegt werden kann. Eine andere Ausbildung des verfahrbaren Gestells kann derart ausgestaltet sein, dass das Gestell als Auflieger ausgebildet ist, der mit einer Zugmaschine zusammenwirken kann. Hierbei weist das Gestell unterhalb des Auslauftrichters eine mit Ballonrädern angeordnete Achse auf. Der Aufbau der Vorrichtung ermöglicht es, dass die Vorrichtung auch auf bereits verlegten Schläuchen verfahren werden kann, sodass entsprechend Schläuche hier übereinander verlegt werden können.In a further development of the invention, the frame is provided with its own drive. This can, for example, comprise a crawler track, which can be arranged with a universal joint or ball joint below the frame. Because of this design, the maneuverability of the device is guaranteed so that the hose can be laid in any direction. Another design of the movable frame can be designed such that the frame is designed as a trailer that can interact with a tractor. Here, the frame has an axis arranged with balloon wheels below the discharge funnel. The structure of the device makes it possible that the device can also be moved on hoses that have already been laid, so that corresponding hoses can be laid one above the other here.

Kurze Beschreibung der ZeichnungenBrief description of the drawings

Ein Ausführungsbeispiel der Erfindung ist in den Zeichnungen rein schematisch dargestellt und wird nachfolgend näher beschrieben. Es zeigt:

  • Figur 1 eine perspektivische Ansicht der erfindungsgemäßen Vorrichtung,
  • Figur 2 eine Seitenansicht der Vorrichtung gemäß der Figur 1,
  • Figur 3 eine Draufsicht der Vorrichtung gemäß der Figur 1,
  • Figur 4 eine perspektivische Rückansicht auf den Auslauftrichter der Vorrichtung gemäß der Figur 1,
  • Figur 5 eine Einzelansicht eines Rollenhalters an der Außenwand des Auslauftrichters,
  • Figur 6 eine Einzelansicht der zweiten Geotextilbahn mit überlappenden Bereich, und
  • Figur 7 eine weitere Einzelansicht der ersten Geotextilbahn in Zusammenwirkung mit der zweiten Geotextilbahn.
An embodiment of the invention is shown purely schematically in the drawings and is described in more detail below. It shows:
  • Figure 1 a perspective view of the device according to the invention,
  • Figure 2 a side view of the device according to FIG Figure 1 ,
  • Figure 3 a plan view of the device according to FIG Figure 1 ,
  • Figure 4 a perspective rear view of the discharge funnel of the device according to FIG Figure 1 ,
  • Figure 5 a single view of a roll holder on the outer wall of the discharge funnel,
  • Figure 6 a single view of the second geotextile sheet with an overlapping area, and
  • Figure 7 a further detail view of the first geotextile sheet in cooperation with the second geotextile sheet.

AusführungsbeispieleEmbodiments

Die Figuren 1, 2 und 3 zeigen eine Ausführungsform einer Vorrichtung 1 zur Herstellung eines schlauchförmigen Behältnisses 2, wie dies in der Figur 2 angedeutet ist. Das Behältnis 2 besteht hierbei aus einem körnigen, pulverförmigen, schüttfähigem oder fließfähigen Material, welches in dem gezeigten Beispiel von aus Geotextilmaterial gefertigten Bahnen 3 und 4 umhüllt ist.The Figures 1 , 2 and 3 show an embodiment of a device 1 for producing a tubular container 2, as shown in FIG Figure 2 is indicated. The container 2 consists of a granular, powdery, pourable or flowable material, which in the example shown is covered by webs 3 and 4 made of geotextile material.

Wie insbesondere aus der Zusammenschau der Figuren 1 und 2 zu erkennen ist, besteht die Vorrichtung 1 aus einem verfahrbaren Gestell 5 mit einer Einfüllmulde 6 für das Material. Die Einfüllmulde 6 weist am hinteren Ende einen Auslauftrichter 7 für das Material auf, wobei an dem vorderen Ende ein erster Einfädelbereich 8 für eine erste abwickelbare Geotextilbahn 3 vorgesehen ist, die auf dem Muldenboden 9 beim Vortrieb des Gestells 5 geführt ist.As in particular from the synopsis of Figures 1 and 2 It can be seen that the device 1 consists of a movable frame 5 with a filling trough 6 for the material. The filling trough 6 has an outlet funnel 7 for the material at the rear end, with a first threading area 8 for a first unwindable geotextile web 3 being provided at the front end, which is guided on the trough bottom 9 when the frame 5 is advanced.

Am hinteren Ende der Einfüllmulde 6 ist ein zweiter Einfädelbereich für eine zweite abwickelbare Geotextilbahn 4 vorgesehen, die das auf der ersten abgewickelten Geotextilbahn 3 eingefüllte Material beim Vortrieb einhüllend zur Bildung eines Schlauches 10 umgibt, wie dieser sich in der Figur 2 in der Seitenansicht darstellt. Infolge des Vortriebs gemäß der Pfeilrichtung 11 wird das Material auf der ersten Geotextilbahn 3 in dem Auslauftrichter 7 zu einem runden Querschnitt geformt, wobei in Vortrieb des Gestells 5 die Randbereiche 12 und 13 der zweiten abgewickelten Geotextilbahn 4 außen an den Trichterwänden 14 und 15 des Auslauftrichters 7 derart geführt sind, dass sich die Randbereiche 12 und 13 überlappend wie in der Figur 6 dargestellt unter die erste abgewickelte Geotextilbahn 3 mit dem Material legen, zur Bildung des befüllten Schlauches 10 gemäß der Figur 2 und der Figur 7. Nach einer besonders vorteilhaften Ausgestaltung ist hierbei infolge des Vortriebs, also des fortlaufenden Prozesses, das Material auf der ersten Geotextilbahn 3 in dem Auslauftrichter 7 zu einem runden Querschnitt formbar. Der Auslauftrichter 7 wirkt hierbei mit einer Dosiereinrichtung 7.1 in Form eines Schiebers zusammen, der die Durchmessergröße des zu formenden Schlauches 10 vorgibt, in dem überschüssiges Material in die Einfüllmulde 6 zurückgeschoben wird. Zur Verlegung unterschiedlicher Schlauchdurchmesser kommen dann entsprechend die betreffenden Breiten der Geotextilbahnen 4 zum Einsatz.At the rear end of the filling trough 6, a second threading area is provided for a second unwindable geotextile web 4, which envelops the material filled in on the first unwound geotextile web 3 during advance to form a tube 10, as shown in FIG Figure 2 in side view. As a result of the advance in the direction of the arrow 11, the material on the first geotextile web 3 in the discharge funnel 7 is shaped into a round cross-section, with the edge areas 12 and 13 of the second unwound geotextile web 4 on the outside of the funnel walls 14 and 15 of the discharge funnel as the frame 5 advances 7 are guided in such a way that the edge regions 12 and 13 overlapping as in the Figure 6 Place shown under the first unwound geotextile web 3 with the material to form the filled tube 10 according to FIG Figure 2 and the Figure 7 . According to a particularly advantageous embodiment, the material on the first geotextile web 3 in the outlet funnel 7 can be shaped into a round cross section as a result of the advance, that is to say the continuous process. The discharge funnel 7 interacts with a metering device 7.1 in the form of a slide, which specifies the diameter size of the hose 10 to be formed, in which excess material is pushed back into the filling recess 6. The relevant widths of the geotextile webs 4 are then used to lay different hose diameters.

Wie insbesondere aus der Figur 1 und 3 zu erkennen ist, besteht hierbei der vordere Einfädelbereich im Wesentlichen aus einer Abrollachse 16 für die Geotextilbahn 3 sowie einem nicht näher dargestellten, senkrecht oder horizontal verlaufendem Schlitz an der Stirnseite der Einfüllmulde 6. Wie bereits schon ausgeführt, kann hierbei die Geotextilbahn 3 derart eingeführt werden, dass sie im gefalteten Zustand auf der Abrollachse 16 vorgehalten wird. Dies bedeutet, dass beim Einführen in die Einfüllmulde 6 die Geotextilbahn 3 aufgeklappt wird in der Art, dass hier in der Einfüllmulde 6 Winkel oder Schenkel vorgesehen sind, die die gefaltete Geotextilbahn 3 auseinanderfalten in der Art, dass sich die jeweiligen Teilbereiche der gefalteten Geotextilbahn 3 an die Wandbereiche der Einfüllmulde 6 geführt anlegen, wobei sich zwischen den Rändern 17 und 18 der ersten Geotextilbahn 3 ein Spannelement 19 in Form eines Netzes aufspannt, wie dies aus der Figur 7 deutlich wird.As in particular from the Figure 1 and 3 As can be seen, the front threading area consists essentially of an unwinding axis 16 for the geotextile sheet 3 and a vertical or horizontal slot, not shown in detail, on the end face of the filling trough 6. As already stated, the geotextile sheet 3 can be introduced in this way that it is held in the folded state on the unwinding axis 16. This means that when it is inserted into the filling trough 6, the geotextile sheet 3 is unfolded in such a way that angles or legs are provided in the filling trough 6 that unfold the folded geotextile sheet 3 in such a way that the respective partial areas of the folded geotextile sheet 3 against the wall areas of the filling trough 6, with a tensioning element 19 in the form of a network spanning between the edges 17 and 18 of the first geotextile web 3, as shown in FIG Figure 7 becomes clear.

Wird dann durch das Netz das Material auf die aufgefaltete Geotextilbahn 3 eingefüllt, legt sich die Geotextilbahn 3 in die Einfüllmulde 6. Wird nun das Gestell 5 gemäß der Pfeilrichtung 11 verfahren, so bewegt sich das auf der Geotextilbahn 3 verfüllte Material in Richtung des Auslauftrichters 7, an dem sich die hintere Einfädeleinrichtung befindet. Diese besteht hierbei aus einer über dem Auslauftrichter 7 horizontal angeordneten Abrollachse 20 für die zweite Geotextilbahn 4 sowie einer an der Außenwandung des Auslauftrichters 7 angeordneten Führungseinrichtung 21 für die Ränder bzw. Randbereiche 12 und 13 der zweiten Geotextilbahn 4.If the material is then filled onto the unfolded geotextile sheet 3 through the net, the geotextile sheet 3 lies in the filling trough 6. If the frame 5 is now moved in the direction of the arrow 11, the material filled on the geotextile sheet 3 moves in the direction of the discharge funnel 7 on which the rear threading device is located. This consists of an unwinding axis 20 for the second geotextile web 4, which is arranged horizontally above the discharge funnel 7, and one on the Guide device 21 arranged on the outer wall of the discharge funnel 7 for the edges or edge regions 12 and 13 of the second geotextile sheet 4.

Die Führungseinrichtung 21, dargestellt in den Figuren 4 und 5 umfasst hierbei zwei gegenüberliegend an der Außenwand des Auslauftrichters 7 zum Austrag gebogene, aufeinander zulaufende Bahnen 22 und 23, die unterhalb des Trichterauslaufs zum Austrag hin, übereinanderliegend verlaufend angeordnet sind, wie dies in der Figur 2 und 4 erkennbar ist. Die Führungsbahnen 22 und 23 sind hierbei in gestrichelter Form dargestellt. Dabei können die Bahnen 22 und 23 beispielsweise als Kulisse zur Aufnahme des Bahnrandes ausgebildet sein. In dem Ausführungsbeispiel gemäß der Figur 4 und 5, das hier beschrieben wird, bestehen die Bahnen 22 und 23 aus Rollenhaltern 24, wie diese in der Detailansicht in der Figur 5 in perspektivischer Ansicht dargestellt sind. Der Rollenhalter 24 besteht hierbei aus einem Winkelprofil 25, an dem zur Innenseite eine Rolle 26 angeordnet ist. Um insbesondere in dem Rollenhalter 24 eine Führung der Randbereiche 12 und 13 zu gewährleisten, sind die Ränder der Geotextilbahnen 3, 4 zur Führung in den Bahnen 22 und 23 der Führungseinrichtung 21 mit Stabilisatoren 27 ausgestattet, wobei diese beispielsweise wie dargestellt Führungsbänder, Führungsleinen oder flexible Führungsstäbe sein können.The guide device 21 shown in FIG Figures 4 and 5 comprises in this case two opposite on the outer wall of the discharge funnel 7 for discharge curved, converging tracks 22 and 23, which are arranged below the funnel outlet towards the discharge, one above the other, as shown in FIG Figure 2 and 4th is recognizable. The guideways 22 and 23 are shown in dashed lines. The webs 22 and 23 can be designed, for example, as a backdrop for receiving the web edge. In the embodiment according to Figure 4 and 5 , which is described here, the tracks 22 and 23 consist of roller holders 24, as shown in the detailed view in FIG Figure 5 are shown in perspective view. The roller holder 24 consists of an angle profile 25 on which a roller 26 is arranged on the inside. In order to ensure that the edge areas 12 and 13 are guided in particular in the roll holder 24, the edges of the geotextile webs 3, 4 are equipped with stabilizers 27 for guidance in the webs 22 and 23 of the guide device 21, these being for example guide bands, guide lines or flexible ones as shown Can be management staff.

Die Figuren 6 und 7 veranschaulichen nochmals die Formung der zweiten Geotextilbahn 4 mit der unteren Überlappung der Randbereiche 12 und 13, wobei die Figur 7 veranschaulicht, wie sich die Lage der beiden Geotextilbahnen 3 und 4 im zusammengefügten Zustand darstellt, wenn diese mit Material verfüllt sind. Hierbei wird deutlich, dass sich das als Netz ausgebildete Spannelement 19 in der Durchmesserachse aufspannt, so dass eine hinreichende Innenstabilität in dem Rundquerschnitt des Schlauches gegeben ist und sich während des Formprozesses einstellt.The Figures 6 and 7th again illustrate the formation of the second geotextile sheet 4 with the lower overlap of the edge areas 12 and 13, the Figure 7 illustrates how the position of the two geotextile webs 3 and 4 appears when they are joined together when they are filled with material. It becomes clear here that the tensioning element 19, designed as a network, spans in the diameter axis, so that there is sufficient internal stability in the round cross-section of the hose and is established during the molding process.

Nach einer besonders vorteilhaften Ausgestaltung der Erfindung, dargestellt in den Figuren 1 und 2 ist das Gestell 5 mit einem Antrieb 28 versehen, der hier in dem Ausführungsbeispiel als Raupenwerk ausgestaltet ist. Das Raupenwerk ist hierbei mit einem Kardan- oder Kugelgelenk mit der Unterseite des Gestells 5 verbunden, sodass das Raupenfahrwerk unterhalb des Gestells 5 die hinreichende Bewegungsmöglichkeit hat, um so die Geländegängigkeit zu gewährleisten. Das Raupenfahrwerk ist hierbei mit einem Antrieb versehen, sodass durch eine Steuerung der einzelnen Raupenketten die Richtung bestimmt werden kann, in die der Schlauch 10 hier verlegt werden soll. Eine andere Ausführungsform kann auch darin bestehen, dass das Gestell 5 als Auflieger ausgebildet ist, der mit einer Zugmaschine zusammenwirkt, die hier nicht näher dargestellt ist. Denn denkbar wäre es auch, dass mit einem Traktor das Gestell 5 verfahren werden kann. In Weiterbildung des Gestells 5 weist dieses unterhalb des Auslauftrichters 7 eine mit Ballonrädern 29 bestückte Achse 30 auf, sodass insbesondere mit der Vorrichtung 1 auch Schläuche 10 übereinandergelegt werden können, und aufgrund der Ballonräder 29 eine minimale Belastung auf die bereits verlegten Schläuche 10 ausgeübt wird.According to a particularly advantageous embodiment of the invention, shown in the Figures 1 and 2 the frame 5 is provided with a drive 28, which is designed here in the embodiment as a caterpillar. The caterpillar is here with a cardan or Ball joint connected to the underside of the frame 5, so that the crawler undercarriage below the frame 5 has sufficient freedom of movement to ensure cross-country mobility. The caterpillar chassis is provided with a drive so that the direction in which the hose 10 is to be laid here can be determined by controlling the individual caterpillar chains. Another embodiment can also consist in that the frame 5 is designed as a trailer that interacts with a tractor, which is not shown in detail here. Because it would also be conceivable that the frame 5 can be moved with a tractor. In a further development of the frame 5, this has an axle 30 equipped with balloon wheels 29 below the discharge funnel 7, so that in particular hoses 10 can also be superimposed with the device 1, and due to the balloon wheels 29 a minimal load is exerted on the hoses 10 that have already been laid.

BezugszeichenlisteList of reference symbols

1.1.
Vorrichtungcontraption
2.2.
schlauchförmigen Behältnissestubular container
3.3.
Fördereinrichtung / erste GeotextilbahnConveyor / first geotextile sheet
4.4th
zweite Geotextilbahnsecond geotextile sheet
5.5.
verfahrbaren Gestellmovable frame
6.6th
EinfüllmuldeFilling recess
7.7th
Auslauftrichter,Discharge funnel,
7.17.1
DosiereinrichtungDosing device
8.8th.
EinfädelbereichThreading area
9.9.
MuldenbodenTrough bottom
10.10.
Schlauchtube
11.11.
PfeilrichtungArrow direction
12.12.
RandbereicheBorder areas
13.13.
RandbereicheBorder areas
14.14th
TrichterwandFunnel wall
15.15th
TrichterwandFunnel wall
16.16.
Abrollachse erste BahnUnwind axis first track
17.17th
Randedge
18.18th
Randedge
19.19th
SpannelementClamping element
20.20th
AbrollachseUnwind axis
21.21st
FührungseinrichtungGuide device
22.22nd
Bahntrain
23.23.
Bahntrain
24.24.
RollenhalternRoll holders
25.25th
WinkelprofilAngle profile
26.26th
Rollerole
27.27.
StabilisatorenStabilizers
28.28.
Antriebdrive
29.29
BallonrädernBalloon wheels
30.30th
Achseaxis

Claims (12)

  1. A device (1) for producing a tubular container (2) that can be filled with granular, pulverulent, pourable and free-flowing materials,
    wherein the container (2) consists of webs made of geotextile material,
    wherein the device (1) comprises a displaceable frame (5) with at least one unwindable geotextile web (4),
    wherein the frame (5) comprises a filling trough (6) with an outlet hopper (7) for the material,
    wherein the filling trough (6) has a conveying device for the filled material, with said conveying device acting opposite to a moving direction of the frame (5), and
    wherein the material can during the advance of the frame (5) be surrounded by means of the unwindable geotextile web (4) in an enveloping manner at a rear end of the filling trough (6) in the region of the outlet hopper (7) in order to form a tube (10),
    characterized in that
    the conveying device comprises an additional unwindable geotextile web (3) at a front end of the filling trough (6), with said additional geotextile web being guided in the filling trough (6) during the advance of the frame (5) in such a way that the additional geotextile web (3) can respectively discharge material lying thereon or filled material from the frame (5) opposite to the advance motion.
  2. The device according to claim 1, characterized in that the conveying device comprises an endless belt arranged on the trough bottom or a cylinder arranged in the filling trough (6), with said endless belt or cylinder respectively discharging the material from the frame (2) opposite to the advance motion.
  3. The device according to one of claims 1 to 2, characterized in that the material on the geotextile web (3) can as a result of the advance be formed into a round cross section in the outlet hopper (7) by means of a metering device (7.1) on the outlet hopper (7), and in that the edge regions (12) and (13) of the unwound geotextile web (4) are during the advance of the frame (5) guided on the outside of the hopper walls (14) and (15) of the outlet hopper (7) in such a way that the edge regions (14) and (15) place themselves underneath the first unwound geotextile web (3) with the material in an overlapping manner in order to form the filled tube (10).
  4. The device according to one of claims 1 to 3, characterized in that the geotextile web (3) cooperates with a front threading region, which essentially consists of an unwinding axle (16) for the geotextile web (3) and a vertically or horizontally extending slot on the end face of the filling trough (6), as well as a guiding device for the edges (17) and (18) of the geotextile web (3), with said guiding device being arranged on the inner walls of the filling trough (6).
  5. The device according to one of claims 1 to 4, characterized in that the geotextile web (4) cooperates with a rear threading region, which consists of an unwinding axle (20) for the geotextile web (4) that is arranged horizontally above the outlet hopper (7), as well as a guiding device (21) for the edges (12) and (13) of the geotextile web (4), with said guiding device being arranged on the outer wall of the outlet hopper (7).
  6. The device according to one of claims 1 to 5, characterized in that the guiding device (21) comprises two opposite tracks (22) and (23), which are bent toward the discharge and extend toward one another, on the outer wall of the outlet hopper (7), with said tracks extending on top of one another toward the discharge underneath the hopper outlet.
  7. The device according to one of claims 1 to 6, characterized in that the tracks (22, 23) are realized in the form of cranks or roll holders (24) for receiving the web edge.
  8. The device according to one of claims 1 to 7, characterized in that the edges of the geotextile webs (3) and (4) are equipped with stabilizers (27) such as guide belts, guide cords, guide rods or the like in order to be guided in the tracks (22, 23) of the guiding devices.
  9. The device according to one of claims 1 to 8, characterized in that the geotextile web (3) is provided with a tension element (19), which tensions itself between the edges (17) and (18) of the geotextile web (3) during the filling process.
  10. The device according to one of claims 1 to 8, characterized in that the frame (5) is provided with its own drive (28).
  11. The device according to one of claims 1 to 8, characterized in that the frame (5) is realized in the form of a trailer that cooperates with a tractor.
  12. The device according to one of claims 1 to 10, characterized in that the frame (5) has an axle (30), which is arranged underneath the outlet hopper (7) with balloon wheels (29) or crawlers.
EP16741544.7A 2016-06-30 2016-06-30 Device for producing tubular containers Active EP3478587B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2016/065443 WO2018001501A1 (en) 2016-06-30 2016-06-30 Device for producing a tubular container

Publications (2)

Publication Number Publication Date
EP3478587A1 EP3478587A1 (en) 2019-05-08
EP3478587B1 true EP3478587B1 (en) 2020-08-26

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Application Number Title Priority Date Filing Date
EP16741544.7A Active EP3478587B1 (en) 2016-06-30 2016-06-30 Device for producing tubular containers

Country Status (4)

Country Link
US (1) US10940962B2 (en)
EP (1) EP3478587B1 (en)
CN (1) CN109982934B (en)
WO (1) WO2018001501A1 (en)

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US3532516A (en) * 1968-11-14 1970-10-06 Borden Co Apparatus for forming a continuous ribbon of wrapped comestible
US3581457A (en) * 1969-04-30 1971-06-01 Fmc Corp Wrapping method and apparatus
CA1066060A (en) * 1975-11-14 1979-11-13 Austin Powder Company Method of packaging an extrudable explosive composition
US4722168A (en) * 1987-06-25 1988-02-02 Doboy Packaging Machinery, Inc. Product-out-of-registration control for high speed wrapping machine
US4820110A (en) * 1988-02-29 1989-04-11 Efird Alex M Container transport system
US5425403A (en) * 1993-09-24 1995-06-20 Herrmann; Otto Device for filling bags with a powder-like or granular flowable material, especially sand
US5491960A (en) 1994-09-28 1996-02-20 M-B-W Inc. Apparatus for the continuous production of a particulate filled barrier
US5564261A (en) * 1995-12-01 1996-10-15 The Procter & Gamble Company Method and apparatus for feeding resiliently compressed articles to a form/fill/seal machine
US5893260A (en) * 1997-09-24 1999-04-13 Mckenna; Mark Portable apparatus for forming and filling sandbags
US5901762A (en) * 1998-05-21 1999-05-11 Rollins; Troy E. Sand bag filling device
ATE317796T1 (en) * 1998-10-07 2006-03-15 Tetra Laval Holdings & Finance METHOD AND DEVICE FOR PRODUCING SEALED PACKAGINGS OF FLOWABLE FOODS FROM TUBULAR PACKAGING MATERIAL
US20040128953A1 (en) * 2002-12-30 2004-07-08 Cullen Steven R. Method and means for bagging organic and other material
KR100697800B1 (en) * 2006-03-30 2007-03-20 오성훈 Geotextile tube, filling material and method
KR100991459B1 (en) * 2008-06-16 2010-11-04 탑와이어 주식회사 The packing instrument for a bookbinding spring
DK200970027A (en) * 2009-06-12 2010-12-13 Anpartsselskabet Af Transportable apparatus and method for filling tubular bag with particulate material
US8347592B2 (en) 2009-06-18 2013-01-08 Charles Kean Device for manufacturing sandbags
DE202010008093U1 (en) 2010-07-16 2011-08-09 Roland Draier Device for filling granular, powdery, pourable materials into a container made of geotextile material

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Title
None *

Also Published As

Publication number Publication date
CN109982934A (en) 2019-07-05
EP3478587A1 (en) 2019-05-08
US20190144145A1 (en) 2019-05-16
US10940962B2 (en) 2021-03-09
CN109982934B (en) 2021-07-16
WO2018001501A1 (en) 2018-01-04

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