EP3297802B1 - Schalungseinrichtung - Google Patents

Schalungseinrichtung Download PDF

Info

Publication number
EP3297802B1
EP3297802B1 EP16726041.3A EP16726041A EP3297802B1 EP 3297802 B1 EP3297802 B1 EP 3297802B1 EP 16726041 A EP16726041 A EP 16726041A EP 3297802 B1 EP3297802 B1 EP 3297802B1
Authority
EP
European Patent Office
Prior art keywords
formwork
battery
formwork device
panels
bulkheads
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
EP16726041.3A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3297802A1 (de
Inventor
Bernd Schreyer
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.)
Umdasch Group NewCon GmbH
Original Assignee
Umdasch Group NewCon GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Umdasch Group NewCon GmbH filed Critical Umdasch Group NewCon GmbH
Priority to PL16726041T priority Critical patent/PL3297802T3/pl
Priority to SI201631307T priority patent/SI3297802T1/sl
Publication of EP3297802A1 publication Critical patent/EP3297802A1/de
Application granted granted Critical
Publication of EP3297802B1 publication Critical patent/EP3297802B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/0002—Auxiliary parts or elements of the mould
    • B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
    • B28B7/002—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps using magnets
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/0002—Auxiliary parts or elements of the mould
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/08—Moulds provided with means for tilting or inverting
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
    • B28B7/241—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces
    • B28B7/243—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces for making plates, panels or similar sheet- or disc-shaped objects
    • B28B7/245—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces for making plates, panels or similar sheet- or disc-shaped objects using transportable mould batteries
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/40—Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material
    • B28B7/42—Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material for heating or cooling, e.g. steam jackets, by means of treating agents acting directly on the moulding material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/02—Forms or shutterings for making openings, cavities, slits, or channels for windows, doors, or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
    • E04G19/003—Arrangements for stabilising the forms or for moving the forms from one place to another
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
    • E04G9/083—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up which are foldable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material

Definitions

  • the present invention relates to a formwork device for a battery formwork for the production of structural elements, in particular precast concrete parts, which has at least two bulkheads.
  • each shuttering panel has a shuttering front for attaching shuttering elements and a shuttering rear and the shuttering rear of the two shuttering panels face each other and the shuttering device is intended to be positioned between the bulkheads. Further formwork will be in the DE2001825A1 and DE1584475A1 described.
  • Battery molds are often used in the series production of precast concrete parts.
  • Precast concrete parts are often used, particularly in the manufacture of prefabricated buildings. These precast concrete parts can be produced quickly and cheaply in battery molds.
  • so-called bulkheads which are arranged next to one another, are used as shuttering devices. The bulkheads each span vertical levels. Between the bulkheads formwork elements are z. B. for doors, windows, etc. are attached, which together with the bulkheads arranged on both sides limit each cavity to be filled with concrete. The bulkheads are fitted with the appropriate formwork elements as required. To do this, a worker brings the formwork elements z. B. with magnetic holders on the steel bulkheads.
  • the bulkheads are braced against one another in order to ensure that the cavities are adequately sealed.
  • the cavities are open at the top and are filled with concrete to produce the precast concrete parts.
  • the cavities arranged between the bulkheads are essentially filled with concrete at the same time.
  • the tension is released and the hardened precast concrete parts can be removed from the battery mold. Due to the simultaneous production of several precast concrete parts, it is possible with the battery formwork to produce precast concrete parts quickly and inexpensively. On the other hand, handling the large and comparatively heavy bulkheads is not that easy. Equipping the bulkheads with formwork elements is also quite laborious. It is therefore desirable and the object of the invention to simplify the production of precast concrete parts even further. In particular, a more flexible manufacturing process would be desirable.
  • a shuttering device for a battery shuttering for the production of structural elements, in particular precast concrete parts which has at least two bulkheads and the shuttering device has two shuttering panels which are preferably articulated to be converted from an unfolded state to a folded state , with each shuttering panel one Has formwork front for attaching formwork elements and a formwork back, and the formwork backs of the two formwork panels face each other in the folded state and the formwork device is intended to be positioned between the bulkheads in the folded state.
  • This solution has the advantage that a formwork device which has two formwork panels can be used for the simultaneous production of two different precast concrete parts.
  • formwork elements such. B. for doors and windows for a precast concrete part
  • formwork elements for another precast concrete part can be applied to the other formwork panel.
  • the formwork device is positioned between two adjacent bulkheads.
  • the possibility of transferring the formwork panels from the unfolded to the folded state makes it possible to equip the formwork panels with the respective formwork elements lying down in the unfolded state.
  • the formwork panels are then raised and converted into the folded state in which the formwork panels can be lifted between the bulkheads. This greatly simplifies the loading of the shuttering panels compared to conventional battery shuttering.
  • the possibility of equipping with formwork elements with the formwork panels lying flat also makes it easier to automate this process.
  • the shuttering panels can be designed to be essentially rectangular.
  • their shape essentially corresponds to the shape of the bulkheads, so that compatibility with the bulkheads is guaranteed.
  • This can be particularly advantageous for a possible retrofitting of existing battery molds.
  • the i.W. rectangular formwork panels are connected to one another on one side, preferably on the longer longitudinal side. The connection is made by a line that runs horizontally during the insertion process of the folded shuttering panels. As a result, the two formwork panels extend downwards starting from this line, hanging downwards, so to speak, starting from this line. In this way, simple handling of the formwork device is possible.
  • shuttering panels are connected to one another via a hinge joint.
  • handling can be further simplified.
  • At least the formwork front side of the formwork panel can be magnetic.
  • the formwork panel can at least partly made of steel. In this way, magnetic formwork elements can be attached to the formwork panel, which further simplifies handling and the formwork device can be used even more efficiently.
  • the formwork device has at least one roller. In this way, the formwork device can be positioned and moved more easily in the battery formwork.
  • roller is provided on a narrow side of the formwork device and preferably in the area where the two formwork panels adjoin one another. With such a construction, the formwork device in the battery formwork can be handled even more easily.
  • roller is arranged on the hinge joint.
  • Such an arrangement is particularly advantageous for battery formwork in which the bulkheads and / or the formwork device are arranged in a suspended manner. Independent unfolding of the formwork panels can be counteracted in this way.
  • the formwork device can have a preferably detachably arranged heating device and / or a vibrator. Both the heating device and the vibrator can be detachably mounted. This makes it possible to use the formwork equipment more universally. It is no longer necessary to use expensive bulkheads with permanently mounted vibrators. Instead, the formwork device can be equipped with a heating device and / or with a vibrator as required. The heating device and / or the vibrator can be mounted in particular when the shuttering panels are being fitted with the shuttering elements. It is conceivable to attach the heating device and / or the vibrator to the formwork element with magnetic holders.
  • a filler neck is provided on an end section of the formwork device opposite the articulated connection, preferably the hinge joint.
  • a filler neck can, when the shuttering device is suspended in the battery shuttering, be attached in the lower region of the shuttering device. This makes it possible to fill the concrete from below.
  • the filler neck can optionally be arranged at the bottom at the front. However, it is preferably located at a lower end section on the side of the formwork device.
  • Such a filler neck can also be seen as a lost component be trained. It then remains in the molded precast concrete part and the part that is not required can then be used, for. B. be cut off.
  • the above object is also achieved by an arrangement consisting of a battery formwork and at least one formwork device according to the invention, the formwork device being arranged suspended in the battery formwork.
  • This solution has the advantage that under the battery formwork and in particular under the suspended formwork devices no continuously paved floor z. B. concrete is necessary. The requirements for the installation site for the battery mold are thereby reduced, and the battery mold can be used more universally.
  • the battery formwork has at least one support device, preferably a rail, for receiving the roller of the formwork device. In this way, the formwork device can be moved in the battery formwork in a simple manner.
  • an embodiment not forming part of the present invention relates to a shuttering device for a battery shuttering with at least two bulkheads in which a shuttering panel is arranged between the bulkheads, which has a front and a back and the front of one bulkhead and the back of the other bulkhead is assigned, and the formwork panel with its front and back and the respectively assigned bulkheads each delimit at least one cavity for filling with concrete.
  • the formwork device acts twice and allows a further simplification of a formwork for precast concrete parts in battery formwork.
  • At least one formwork matrix can be provided between the bulkheads.
  • Such matrices can have prefabricated arrangements of formwork elements and are positioned between the bulkheads on the bulkhead or the formwork device and, if necessary, fastened. This further reduces the outlay on equipping.
  • Such matrices can also represent only parts of a formwork element.
  • the die can form an exchangeable core in order to be able to easily produce different variants of a precast concrete part.
  • Complicated geometries can also be realized with it, if necessary, with conventional formwork elements are difficult to achieve.
  • the above-mentioned features of the formwork device are suitable for bulkheads that are suspended, as in the version preferred according to the invention, but are also fundamentally suitable for bulkheads that are mounted on bogies.
  • the bulkheads are then based on the ground and can, for. B. can also be moved with rails.
  • FIG. 1 shows a schematic representation of a battery formwork 1 with formwork devices 5.
  • the battery formwork 1 is used for the production of structural elements, not shown, and in particular of precast concrete parts for buildings.
  • the battery mold 1 has a support frame 2 with spaced-apart support sections 3.
  • the number of support sections 3 in the Figure 1 is only to be regarded as an example and can be adapted to the circumstances. Furthermore, the
  • Battery formwork 1 has two support devices 4 in which the bulkheads 5 'and the formwork devices 5 are accommodated in a hanging and movable manner, i.e. in the present embodiment they can be displaced.
  • the shuttering devices 5 are located between the bulkheads 5 '.
  • a cavity to be filled with concrete is formed between at least one bulkhead 5 'and a formwork device 5, the formwork device 5 preferably carrying formwork elements 18 which determine the contour of the precast concrete part.
  • the formwork elements 18 can, for. B. limit doors or window cutouts and also seal the concrete-filled cavity during concreting.
  • the formwork elements 18 can, for. B. be attached to the formwork device 5 with magnetic holders.
  • a heating device and / or a vibrator can also be mounted on the formwork device 5.
  • the shuttering device 5 can be designed in the form of a plate and be provided with corresponding shuttering elements 18 on one or both sides. If the formwork device 5 is provided with formwork elements 18 on both sides, it can serve to produce different precast concrete parts 27, 28 on each side.
  • the shuttering device 5 equipped with shuttering elements on both sides, as well as the shuttering device 5 equipped with shuttering elements 18 on one side, are inserted between two bulkheads 5 'and braced with them during concreting.
  • the number of support devices 4, bulkheads 5 'and formwork devices 5 is to be regarded as only exemplary and can be varied depending on the circumstances. So z. B. Formwork devices 5 can be provided for the outer walls, inner walls, the floor and for the roof of a house, so that the components for an entire building can be produced at the same time with the battery formwork 1. The bulkheads 5 ′ and the formwork devices 5 can be clamped between two support devices 6. The number of support devices 6 is also to be regarded as only exemplary and can be varied according to requirements. At least one support device 6 is movably, ie displaceably in the present embodiment, received in the support devices 4.
  • the formwork devices 5 and the support devices 6 can be connected to one another and braced in the concreting position by one or more rod-shaped connecting devices 10.
  • the number of connecting devices 10 can be adapted to the circumstances. Instead of rod-shaped connecting devices 10, hydraulic connecting devices are also possible.
  • the rod-shaped connecting devices 10 are, however, particularly robust and easy to handle.
  • FIG. 4 shows how a formwork device 5 according to the invention is transferred from the unfolded state to the folded state.
  • Fig. 4 shows the formwork device 5 in the unfolded state with formwork elements 18 and schematically illustrated reinforcement 18 '.
  • the lifting device 7 is z. B. raised via a support cable 22 in the area of the hinge joint and in the state according to FIG Fig. 6 convicted.
  • the formwork device 5 is raised and inserted into the battery formwork 1 between two bulkheads 5 '.
  • the shuttering device 5 according to the invention is shown between two bulkheads 5 '. It can be seen how the formwork elements 18 together with the bulkheads 5 'and the formwork device 5 delimit two cavities which are open at the top and can be filled with concrete. Before filling with concrete, the bulkheads 5 'are braced against one another in order to ensure the tightness of the cavity.
  • the Figures 12 to 19 show the sequence of demolding the precast concrete parts after they have hardened.
  • the lifting device 7 initially holds the precast concrete part 27 on the right in the illustration and prevents it from falling down when, as in FIG Fig. 13 shown, the right bulkhead 5 'is removed.
  • the formwork element 18 is attached to the bulkheads 5 '.
  • the formwork elements 18 are preferably located on the formwork device 5.
  • Fig. 14 the right precast concrete part 27 is now removed.
  • the formwork device 5 is then raised with the lifting device 7 and the connection 26 is released in order to enable the formwork device 5 to be removed.
  • the precast concrete part 28 on the left in the illustration is previously secured to the bulkhead 5 'with the fastening device 24. Subsequently, the precast concrete part 28 is raised and the fuse 24 is released.
  • the precast concrete part can now be removed as in Fig. 19 shown.
  • the formwork devices 5 are hooked into the support devices 4 from above, so that they are spaced from the ground in the hooked-in state in a concreting position between the support sections 3. Furthermore, the battery formwork 1 has a lifting device 7 with which at least one of the formwork devices 5 can be transferred from the lowered concreting position to a raised transport position, in which the formwork device 5 is in a direction essentially perpendicular to the lifting direction X via a formwork device 5 in the concreting position is fundable.
  • the design of the lifting device 7 can be adapted to the requirements. If necessary, several lifting devices 7 can also be used.
  • the lifting device 7 can be moved in a tensioning direction of the formwork devices 5 on two spaced-apart guide devices 8, which are designed here as running rails 8. Furthermore, the guide devices 8 are arranged above the support devices 4 and parallel to them. In order to make the battery formwork 1 more compact, the formwork devices 5 are attached to the support devices 4 at their upper end.
  • the battery mold 1 can have at least one weighting device (not shown) with a cavity which can preferably be filled with sand, water and / or concrete. Furthermore, the weighting device can be emptied and / or removed. As a result, the stability and stability of the battery mold 1 can be increased.
  • the filling can be adapted to the corresponding conditions at the locations where the battery casing 1 is being set up. So z. B. in desert areas, the filling with sand can be advantageous. By emptying the weighting device when filling with sand or water, or when removing the weighting device z. B. when filling with concrete, the battery mold 1 can be transported more easily.
  • the battery mold 1 has a modular structure and can be dismantled, so that each modular component can be transported in a 20-foot or 40-foot standard container, makes it easier to transport the battery mold 1. In this way, the battery mold 1 can quickly be in places where living space is needed quickly, such as. B. refugee camps.
  • the battery formwork 1 can be equipped with formwork devices 5, which are designed so that the parts (floor, side walls, inner walls, roof) for the production of a whole Building z. B. consists of 12 parts, can be made at the same time with the battery mold 1.
  • the battery formwork 1 is designed in such a way that the lifting height of a formwork device 5 or a bulkhead 5 ′ by the lifting device 7 corresponds to at least twice the height, preferably 2.5 times the height of the formwork device 5.
  • the formwork devices 5 and the support devices 6 can be arranged in such a way that there is enough space between a support device 6 and the support sections 3, which are arranged on one side of the battery formwork 1, for storing or loading the disconnected precast concrete parts or formwork elements 5.
  • Battery mold 1 shown has other parts such. B. a staircase or railing. These parts, their number and arrangement are only to be regarded as examples. Such parts can be added or removed as required.
  • FIG 2 shows a schematic representation of a battery formwork 1 with an exemplary embodiment of a formwork device 5 according to the invention for producing components (not shown), in particular precast concrete parts.
  • the battery mold 1 of the Figure 2 is similar to the battery mold 1 of Figure 1 .
  • the add-on parts such as stairs, railings, etc. and the lifting device 7 from the Figure 1 omitted.
  • the same components have the same reference symbols.
  • the battery mold 1 of the Figure 2 differs from the battery mold 1 of the Figure 1 essentially only through the different design of the formwork devices 5.
  • the one in the Figure 2 Shuttering device 5 according to the invention shown has two shuttering panels 11 which are hingedly connected to one another in order to be transferred from an unfolded state to a folded state.
  • the formwork panels 11 outside the battery formwork 1 show the unfolded state, and the formwork devices 5 which are located in the battery formwork 1 show the folded state.
  • Each formwork panel 11 has a formwork front side 12 for attaching formwork elements 18, as shown in FIG Fig. 3 are shown, and a formwork back 13 on.
  • the rear side of the formwork 13 of the two formwork panels 11 face one another.
  • the formwork panels 11 are essentially rectangular, so that the formwork device is also essentially rectangular. Such a shape facilitates the handling of the formwork device 5.
  • the dimensions of a shuttering panel 11 preferably correspond to the dimensions of a bulkhead 5 '.
  • the formwork panels 11 are connected to one another on one side on the longer longitudinal side 16.
  • the handling of the formwork device 5 can be simplified if the formwork panels 11 are connected to one another via a hinge joint 14.
  • at least the formwork front side 12 of the formwork panel 11 can be magnetic.
  • the design of the formwork device 5 depends on the component to be produced. Therefore, the shuttering panels 11 can also be connected to one another on one side other than the longer longitudinal side 16, and instead of a hinge joint 14 can have a different connection. If as attachment of the formwork elements 18 to the formwork panel 11 instead of the magnetic attachment z. B. is chosen with screws, it is not necessary that the formwork front side 12 of the formwork panel 11 is magnetic.
  • the formwork device according to the invention 5 of the Figure 2 two formwork panels 11 which are hingedly connected to one another.
  • the Figure 2 Shown formwork device 5 according to the invention on each narrow side 17 in the area where the two formwork panels 11 adjoin one another, in each case a roller 15.
  • the rollers 15 are arranged on the hinge joint 14. The number and arrangement of the rollers 15 can be varied depending on the circumstances.
  • the formwork devices 5 can be moved more easily in the battery formwork 1 by means of the rollers 15.
  • the Fig. 3 shows a schematic representation of the battery formwork 1 and a conveyor belt 9 for conveying the formwork device 5 according to the invention.
  • a soiled formwork device 5 is placed on a receiving area 19 of the conveyor belt 9 by the battery formwork 1 in the unfolded state and with the formwork front side 12 facing up. From there, the formwork device 5 is conveyed in the conveying direction Y to a cleaning area 20, in which the formwork device 5 is cleaned and in particular, is freed from concrete residues. Formwork elements 18 that are no longer needed later can also be removed there.
  • the formwork device 5 is then conveyed into an equipping area 21 to which new formwork elements 18 can be applied.
  • the formwork device 5 is conveyed back to the battery formwork 1, in which it is then hung again.
  • This process is only to be regarded as an example and can be adapted to the respective requirements.
  • the number, arrangement and design of the areas 19, 20, 21 can be varied according to the requirements.
  • the fastening device 24 is provided to temporarily secure the precast concrete part 28 when the formwork device 5 is removed.
  • the fastening device 25 is intended to temporarily secure the formwork device 5 to the bulkhead 5 'on the left in the illustration, while the precast concrete part 27 is being removed.
  • the fastening devices 24 and 25 are designed as hinged brackets in order to enable the formwork device 5 or the precast concrete part 28 to be temporarily secured.
  • the bulkheads 5 ' are mounted on trolleys. As already explained above, the same work sequence can also be carried out with such bulkheads 5 'that are suspended.
  • Figure 20 shows a second embodiment of the formwork device 5, in which formwork elements 18 are arranged on both sides of the formwork device 5.
  • the formwork device 5 according to the invention has two formwork panels 2, which are preferably articulated to one another in order to be transferred from an unfolded state to a folded state, makes handling of the formwork device 5 significantly easier.
  • the shuttering device 5 according to the invention can be used even more efficiently than conventional shuttering devices, whereby the production costs for components can also be reduced.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Secondary Cells (AREA)
  • Battery Mounting, Suspending (AREA)
EP16726041.3A 2015-05-19 2016-05-19 Schalungseinrichtung Active EP3297802B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL16726041T PL3297802T3 (pl) 2015-05-19 2016-05-19 Sprzęt szalunkowy
SI201631307T SI3297802T1 (sl) 2015-05-19 2016-05-19 Opažna priprava

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102015209157.0A DE102015209157B4 (de) 2015-05-19 2015-05-19 Schalungseinrichtung und Batterieschalung mit dieser Schalungseinrichtung
PCT/EP2016/061220 WO2016184947A1 (de) 2015-05-19 2016-05-19 Schalungseinrichtung

Publications (2)

Publication Number Publication Date
EP3297802A1 EP3297802A1 (de) 2018-03-28
EP3297802B1 true EP3297802B1 (de) 2021-06-23

Family

ID=56092884

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16726041.3A Active EP3297802B1 (de) 2015-05-19 2016-05-19 Schalungseinrichtung

Country Status (25)

Country Link
US (1) US10760289B2 (ja)
EP (1) EP3297802B1 (ja)
JP (1) JP6616497B2 (ja)
KR (1) KR102039238B1 (ja)
CN (1) CN107750201B (ja)
AU (1) AU2016265189B2 (ja)
BR (1) BR112017024750B1 (ja)
CA (1) CA2986073C (ja)
CL (1) CL2017002918A1 (ja)
CO (1) CO2017011709A2 (ja)
DE (1) DE102015209157B4 (ja)
DK (1) DK3297802T3 (ja)
ES (1) ES2883251T3 (ja)
IL (1) IL255641B (ja)
MA (1) MA42113B1 (ja)
MX (1) MX2017014864A (ja)
PE (1) PE20180363A1 (ja)
PH (1) PH12017502075A1 (ja)
PL (1) PL3297802T3 (ja)
PT (1) PT3297802T (ja)
RU (1) RU2687676C1 (ja)
SI (1) SI3297802T1 (ja)
TN (1) TN2017000479A1 (ja)
UA (1) UA118924C2 (ja)
WO (1) WO2016184947A1 (ja)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015209157B4 (de) 2015-05-19 2017-03-23 B.T. Innovation Gmbh Schalungseinrichtung und Batterieschalung mit dieser Schalungseinrichtung
DE102016205946A1 (de) * 2016-04-08 2017-10-12 B.T. Innovation Gmbh Schalungseinrichtung
DE102017200118A1 (de) 2017-01-05 2018-07-05 Doka NewCon GmbH Schalungseinrichtung
DE102017204413A1 (de) 2017-03-16 2018-09-20 Doka NewCon GmbH Schalung
CN108453865A (zh) * 2018-03-16 2018-08-28 四川省星光钢结构有限公司 适用于建筑墙板的可调式加工设备
US11274464B2 (en) * 2018-09-13 2022-03-15 Baker Engineering & Risk Consultants, Inc. Fragment-, overpressure-, radiation-, and toxic-resistant emergency safety shelter
EP3815865A1 (de) 2019-10-31 2021-05-05 Umdasch Group NewCon GmbH Schalungseinrichtung
EP3815866A1 (de) 2019-10-31 2021-05-05 Umdasch Group NewCon GmbH Schalungseinrichtung
EP3832052A1 (de) 2019-12-04 2021-06-09 Umdasch Group NewCon GmbH Schalung zur herstellung einer tür/fensteraussparung in eine betonwand oder deckenelement
WO2022223098A1 (de) 2021-04-19 2022-10-27 B.T. Innovation Gmbh Batterieschalungsvorrichtung
CN113305976B (zh) * 2021-06-10 2022-07-12 赣州腾达建设工程有限公司 一种建筑角板组合模具自动振捣装置
CN115929016A (zh) * 2022-12-29 2023-04-07 河南省建设集团有限公司 一种折叠式混凝土浇筑用铝模板

Family Cites Families (69)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US447804A (en) * 1891-03-10 Frederick j
DE70811C (de) G. THIEME in Quedlinburg Kugelwerfer für das Kegelspiel
US1314018A (en) * 1919-08-26 Planooraptl co
US3097397A (en) * 1963-07-16 Plastic mold
US1462186A (en) * 1921-11-14 1923-07-17 Henry C Zenke Metal-molding apparatus
US1760282A (en) * 1928-01-21 1930-05-27 Waldemar J Pedersen Concrete mold
US2983983A (en) * 1956-08-27 1961-05-16 Miami Stone Inc Sectional mold for use in producing blocks of cementitious material
US3110949A (en) * 1962-09-13 1963-11-19 Tullio Alfred Di Gang mold for casting concrete and the like
CH402707A (fr) * 1963-08-26 1965-11-15 Igeco S A Dispositif pour le moulage de panneaux en béton
US3220692A (en) * 1963-11-18 1965-11-30 Byggnads N Ohlsson & Skarne Ab Mold for simultaneously casting a plurality of primarily planar objects
NL301323A (ja) * 1963-12-04
DE1936883U (de) * 1964-06-19 1966-04-14 Maschf Augsburg Nuernberg Ag Schalungselementesatz fuer die gleichzeitige herstellung mehrerer grossflaechiger bauelemente, insbesondere betonplatten.
US3307821A (en) * 1964-09-24 1967-03-07 Torricelli Decio Gang mold assembly for concrete blocks
GB1131957A (en) * 1965-08-30 1968-10-30 Robert Katz Apparatus for premoulding walls, panels and wall slabs, and method of use
CH457243A (de) * 1966-05-31 1968-05-31 Rohrer Otto Einrichtung zur Herstellung von plattenförmigen Bauteilen aus giessfähigen Materialien
DE1584525B1 (de) * 1966-08-16 1971-01-14 Armin Kleiber Batterieschalung
US3576303A (en) * 1969-05-27 1971-04-27 Matson C G Mount for vibrators
US3628766A (en) * 1969-07-23 1971-12-21 Maschf Augsburg Nuernberg Ag Vertical mold assembly
DE2001825A1 (de) 1970-01-16 1971-07-22 Armin Kleiber Schalung zur Herstellung von grossflaechigen,plattenfoermigen Formteilen und Betriebsverfahren hierzu
US3859021A (en) * 1970-02-10 1975-01-07 Mannesmann Kleiber Gmbh Apparatus for forming a batch of concrete panels
FR2145766A6 (ja) * 1970-08-14 1973-02-23 Camus Raymond
JPS4916092B1 (ja) * 1970-10-30 1974-04-19
US3743235A (en) * 1970-12-24 1973-07-03 S Shelley Apparatus for fabricating units of moldable building material
DE2123478C3 (de) * 1971-05-12 1974-10-24 Armin 7500 Karlsruhe Kleiber Mehrfachschalung zum Herstellen von großflächigen Fertigteilen aus Beton od.dgl
US3785608A (en) * 1971-05-28 1974-01-15 R Theobald Jig for precasting a plurality of panels
US3771769A (en) * 1971-07-01 1973-11-13 Torjalan Terasvalmiste Komma Vibrator assembly for concrete mold plates
FR2163897A5 (ja) * 1971-12-06 1973-07-27 Coignet Edmond Const
GB1363377A (en) * 1972-03-28 1974-08-14 Stelmo Ltd Moulding apparatus
JPS5036918B2 (ja) * 1972-06-03 1975-11-28
US3954377A (en) * 1972-08-10 1976-05-04 Torres, Inc. Vertical mold for making textured concrete panels
DE2322139C3 (de) * 1972-09-18 1978-05-18 Hollandsche Beton Groep N.V., Rijswijk (Niederlande) Batterieform und Verfahren zum Herstellen von Betonplatten
US3844524A (en) * 1972-10-30 1974-10-29 Pennsylvania Engineering Corp Concrete molding machine
US3892516A (en) * 1973-03-02 1975-07-01 Span Deck Inc Battery molding apparatus with trolley transporting means
DE2415703C2 (de) * 1974-04-01 1983-05-26 The Upjohn Co., 49001 Kalamazoo, Mich. Anlage zur Herstellung von Schaumstoffen
JPS51148717A (en) * 1975-06-16 1976-12-21 Kokudo Kensetsu Kk Method and apparatus for producing precast concrete plates
US4067941A (en) * 1975-08-28 1978-01-10 Gaudelli Edmond N Process for producing slabs from poured concrete
FR2343570A1 (fr) * 1976-03-08 1977-10-07 Capdevila Xarto Claudio Machine a mouler notamment pour la fabrication des elements de construction en forme de carreaux
ZA772448B (en) * 1977-04-22 1978-07-26 Struys F Improvements in or relating to the moulding of panels and the like
JPS5639611Y2 (ja) * 1977-10-24 1981-09-16
US4614325A (en) * 1981-11-27 1986-09-30 Hendrikus Muldery Apparatus for molding panels, particularly of cementitious material
US4534924A (en) * 1983-09-19 1985-08-13 Novi Development Corporation Method for molding concrete slabs and battery mold therefor
US4618408A (en) * 1984-11-29 1986-10-21 Lab Stuff, Inc. Casting apparatus for electrophoretic gel tray
IT1237304B (it) * 1989-11-30 1993-05-27 Tecnomaiera Srl Procedimento per la produzione di pannelli compositi a base di materiale decorativo lapideo od equivalente.
RU2059053C1 (ru) * 1991-07-15 1996-04-27 Алексей Петрович Винаев Способ поэтажного возведения здания из монолитного железобетона и опалубка для его осуществления
US6086349A (en) * 1992-05-26 2000-07-11 Del Monte; Ernest J. Variable wall concrete molding machine
CN2144048Y (zh) * 1992-11-21 1993-10-20 王连起 一种屋面板拉模
US5843323A (en) * 1996-12-17 1998-12-01 M&G Manufacturing Company Incorporated Adjustable window pour mold mounting system
US5843324A (en) * 1997-04-11 1998-12-01 Shirley; Brett L. Reusable form
GB2342885B (en) * 1998-10-19 2003-08-13 Hyderabad Ind Ltd An apparatus for simultaneous production of a plurality of construction panels
US6712598B2 (en) * 2000-11-20 2004-03-30 Superior Concrete Fence Of Texas, Inc. Mold battery with improved member separation
US20050116131A1 (en) * 2001-04-02 2005-06-02 Michael Samuel Support device
US8246002B1 (en) * 2003-09-30 2012-08-21 Verti-Crete, Llc Concrete panel mold having reinforced lower support gasket for vertically forming concrete panels
US7182307B2 (en) * 2003-09-30 2007-02-27 Verti-Crete, Llc System for vertically forming concrete panels
RU2326216C2 (ru) * 2004-08-20 2008-06-10 Общество с ограниченной ответственностью "Крамос-Инженеринг" Шарнирный щит опалубки
DE102005021094A1 (de) * 2005-05-06 2006-11-09 B.T. Innovation Gmbh Schaltbare Magnetvorrichtung
RU58144U1 (ru) * 2006-07-06 2006-11-10 Шалва Кучунаевич Бегадзе Шарнирная опалубка
DE102007019383B4 (de) * 2007-04-23 2009-01-08 Ratec Maschinenentwicklungs- Und Verwaltungs-Gmbh Batterieschalung zur vertikalen Fertigung von flächigen Betonfertigteilen
US20090000242A1 (en) * 2007-06-15 2009-01-01 Lance Waite Wall forming apparatus and methods
US20090065677A1 (en) * 2007-09-11 2009-03-12 William Randall Hoff Portable molding apparatus and method for constructing pre-cast structures
WO2011119051A1 (en) * 2010-03-23 2011-09-29 Gavin Ross Moore Concrete casting apparatus and associated methods
KR101116883B1 (ko) * 2010-04-08 2012-03-06 (주) 동남사 판지의 자동 그린 컬링 성형장치
US8756890B2 (en) * 2011-09-28 2014-06-24 Romeo Ilarian Ciuperca Insulated concrete form and method of using same
KR101386458B1 (ko) * 2012-05-11 2014-04-17 동도산업 주식회사 프리캐스트 패널 성형장치
WO2014186299A1 (en) * 2013-05-13 2014-11-20 Ciuperca Romeo Llarian Insulated concrete battery mold, insulated passive concrete curing system, accelerated concrete curing apparatus and method of using same
CN203973740U (zh) * 2014-06-20 2014-12-03 泉州市三联机械制造有限公司 自动叠板翻转成型装置
CN204195939U (zh) * 2014-09-22 2015-03-11 北京珠穆朗玛绿色建筑科技有限公司 多功能混凝土预制构件成组立模生产设备及生产线
CN204195951U (zh) * 2014-11-11 2015-03-11 王鹏 混凝土模具
DE102015209157B4 (de) 2015-05-19 2017-03-23 B.T. Innovation Gmbh Schalungseinrichtung und Batterieschalung mit dieser Schalungseinrichtung
CA2956649A1 (en) * 2016-01-31 2017-07-31 Romeo Ilarian Ciuperca Self-annealing concrete forms and method of making and using same

Also Published As

Publication number Publication date
DE102015209157B4 (de) 2017-03-23
DK3297802T3 (da) 2021-08-23
PH12017502075A1 (en) 2018-05-07
CO2017011709A2 (es) 2018-02-09
MA42113B1 (fr) 2021-10-29
AU2016265189A1 (en) 2017-12-14
CA2986073C (en) 2020-02-11
EP3297802A1 (de) 2018-03-28
US20180179769A1 (en) 2018-06-28
US10760289B2 (en) 2020-09-01
KR102039238B1 (ko) 2019-10-31
BR112017024750B1 (pt) 2022-10-11
SI3297802T1 (sl) 2021-11-30
IL255641B (en) 2019-06-30
BR112017024750A2 (pt) 2018-11-13
TN2017000479A1 (en) 2019-04-12
JP2018520032A (ja) 2018-07-26
RU2687676C1 (ru) 2019-05-15
JP6616497B2 (ja) 2019-12-04
MX2017014864A (es) 2018-06-22
PE20180363A1 (es) 2018-02-21
MA42113A (fr) 2018-03-28
WO2016184947A1 (de) 2016-11-24
UA118924C2 (uk) 2019-03-25
CL2017002918A1 (es) 2018-03-09
KR20180011167A (ko) 2018-01-31
ES2883251T3 (es) 2021-12-07
PL3297802T3 (pl) 2021-12-06
IL255641A (en) 2018-01-31
DE102015209157A1 (de) 2016-11-24
PT3297802T (pt) 2021-08-19
AU2016265189B2 (en) 2019-01-31
CN107750201A (zh) 2018-03-02
CN107750201B (zh) 2020-06-09
CA2986073A1 (en) 2016-11-24

Similar Documents

Publication Publication Date Title
EP3297802B1 (de) Schalungseinrichtung
EP3572198B1 (de) Schalungskern für ein schalungssystem zum betonieren eines glockenkörpers
DE2639812B2 (de) Vorgefertigtes Bauelement zur Herstellung von Decken und/oder Wänden sowie Verfahren und Einrichtung zu dessen Herstellung
EP3439840B1 (de) Schalungseinrichtung
WO2008122273A1 (de) Unterzugschalung mit automatischer entschalung des innenschilds
DE2614036C3 (de) Einrichtung zum Herstellen von Fertigteilen aus Spannbeton mit sofortigem Verbund, insbesondere von Spannbetonschwellen
EP3150781B1 (de) Sanitärkabinen-einrichtung
DE2832295A1 (de) Formtisch fuer betonfertigplatten
DE2400790C2 (de) Verfahren und Vorrichtung zur Herstellung von Raumzellen aus Stahlbeton, z.B. Fertiggaragen
DE2644316C2 (de) Raumzelle, Fertiggarage o.dgl. aus Stahlbeton
DE3202336C2 (ja)
EP4051472B1 (de) Schalungseinrichtung
DE1683876C2 (de) Vorrichtung zum Herstellen von zumindest einseitig offenen, raumgroßen Baukörpern aus Stahlbeton, insbesondere von Fertiggaragen
DE2711116C2 (de) Schalung zur Herstellung von Raumzellen, wie Fertiggaragen o.dgl.
DE2046903A1 (de) Verfahren zum Herstellen eines Glocken korpers fur größere Bauzellen und Vornch tung zum Ausfuhren des Verfahrens
EP0480295B1 (de) Bausatz zum Errichten eines Wohn- oder Ferienhauses
AT314587B (de) Einrichtung zur Durchführung eines Verfahrens zur unterirdischen Herstellung von Ortbetonkanälen und Stollen aller Art
AT282164B (de) Vorgefertigter Treppenlauf
WO2021110888A1 (de) Schalung
DE2100193A1 (de) Vorrichtung zum Einschalen einer Fertiggarage
DE10326777A1 (de) Stahlbetonraumzelle mit einer Bodenplatte und einem Hohlkörper
DE2618735A1 (de) Gleitschalung
DE7822011U1 (de) Formtisch fuer betonfertigplatten
DE9107967U1 (de) Vorrichtung zur Herstellung von Stahlbeton-Raumzellen
CH561832A5 (ja)

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20171219

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: UMDASCH GROUP NEWCON GMBH

DAX Request for extension of the european patent (deleted)
RAV Requested validation state of the european patent: fee paid

Extension state: MA

Effective date: 20180207

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20210113

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502016013279

Country of ref document: DE

Ref country code: AT

Ref legal event code: REF

Ref document number: 1403911

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210715

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Ref document number: 3297802

Country of ref document: PT

Date of ref document: 20210819

Kind code of ref document: T

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20210810

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20210819

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: FI

Ref legal event code: FGE

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210923

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

REG Reference to a national code

Ref country code: MA

Ref legal event code: VAGR

Ref document number: 42113

Country of ref document: MA

Kind code of ref document: B1

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210923

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210924

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2883251

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20211207

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502016013279

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20220324

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220519

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220531

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220531

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230522

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PT

Payment date: 20230511

Year of fee payment: 8

Ref country code: IE

Payment date: 20230516

Year of fee payment: 8

Ref country code: DK

Payment date: 20230522

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20230517

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20230522

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20160519

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20240328

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20240517

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20240325

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20240604

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20240326

Year of fee payment: 9

Ref country code: CZ

Payment date: 20240404

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: RO

Payment date: 20240514

Year of fee payment: 9

Ref country code: FR

Payment date: 20240502

Year of fee payment: 9

Ref country code: FI

Payment date: 20240507

Year of fee payment: 9

Ref country code: SI

Payment date: 20240329

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20240405

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20240401

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210623