EP2681371B1 - Verfahren zum fortlaufenden herstellen von verbundschalungs-plattenelementen - Google Patents

Verfahren zum fortlaufenden herstellen von verbundschalungs-plattenelementen Download PDF

Info

Publication number
EP2681371B1
EP2681371B1 EP11711290.4A EP11711290A EP2681371B1 EP 2681371 B1 EP2681371 B1 EP 2681371B1 EP 11711290 A EP11711290 A EP 11711290A EP 2681371 B1 EP2681371 B1 EP 2681371B1
Authority
EP
European Patent Office
Prior art keywords
panel
station
shuttering
panels
individual
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
EP11711290.4A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2681371A1 (de
Inventor
Michael Müller
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.)
VST Building Technologies AG
Original Assignee
VST Building Technologies AG
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 VST Building Technologies AG filed Critical VST Building Technologies AG
Priority to PL11711290T priority Critical patent/PL2681371T3/pl
Priority to SI201130478T priority patent/SI2681371T1/sl
Priority to RS20150305A priority patent/RS53998B1/sr
Priority to HRP20150466TT priority patent/HRP20150466T1/hr
Publication of EP2681371A1 publication Critical patent/EP2681371A1/de
Application granted granted Critical
Publication of EP2681371B1 publication Critical patent/EP2681371B1/de
Priority to CY20151100391T priority patent/CY1116375T1/el
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
    • B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
    • B28B15/005—Machines using pallets co-operating with a bottomless mould; Feeding or discharging means for pallets
    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49828—Progressively advancing of work assembly station or assembled portion of work
    • Y10T29/49831—Advancing station

Definitions

  • the invention relates to a method for the continuous production of plate elements for the production of composite formwork elements in the form of ceiling elements or wall elements, which are used in the field of structural engineering for the construction of buildings.
  • Each plate element has a shuttering plate, which is equipped with fastening devices and reinforcing elements.
  • Each formwork panel has a predetermined length for them and a predetermined geometry for them.
  • the composite shuttering element may be a ceiling element or a wall element.
  • the ceiling element may, as for example EP 811 731 A1 or EP 1 907 642 B1 known and out Fig. 2 it can be seen, a plate element with a formwork plate 2, which is preferably equipped with screwed fastening devices 6, for example in the form of brackets for fixing reinforcing elements 5 and equipped with the reinforcing elements.
  • the wall element may, as for example EP 611 852 A1 or EP 1 907 642 B1 known or off Fig. 1 or Fig.
  • wall and ceiling structures can be constructed in a solid-concrete shell construction, in which the formwork panels remain in prefabricated design, preferably cement-bonded flat-pressed plates, as so-called permanent formwork in the building.
  • Such a construction method in composite formwork technology not only meets every design and technical requirement with high flexibility, but also fulfills high ecological and economic demands.
  • the composite formwork wall element consists of two plate elements with, for example, 24 mm thick shuttering panels in the form of cement-bonded flat-pressed plates, which are assembled industrially in the production plant to hollow, bivalve wall elements.
  • fastening devices screwed from the inside are preferably used in the form of steel profiles as so-called "wall connectors".
  • the wall elements are accurately mounted on the construction site and filled with fluid concrete or self-compacting concrete (SCC).
  • SCC fluid concrete or self-compacting concrete
  • the surface-forming cement-bonded flat-pressed plates should in turn be equipped with a perfect surface.
  • fasteners steel spacers are preferably used, which are bolted by means of galvanized countersunk screws with the shuttering panels.
  • All wall elements are manufactured ready-made and prefabricated in the factory and their formwork panels are provided with all necessary recesses and with the necessary transport anchors and with the necessary according to the static calculations reinforcement (mats, baskets, etc.).
  • the invention provides a method by which a continuous, at least largely automatable production of plate elements of the type mentioned in predetermined sizes and in predetermined geometries can be achieved, the sizes and also the geometries of the plate elements provided for formwork panels individually to the for each plate element individually predetermined dimension and geometry can be adjusted.
  • a plurality of standard plates preferably cement-bonded flat-pressed plates, longitudinal edge are lined up along the longitudinal edge and successively joined together successively using pressure and glued together.
  • the series is conveyed away in its longitudinal direction and thus in the transverse direction of the standard plates.
  • joining and gluing creates a continuously contiguous plate belt, which advances in the conveying direction, preferably is advanced stepwise. From the advancing plate belt successively individual longitudinal sections are separated in the respective predetermined length of the currently produced formwork panel.
  • the separation of the longitudinal sections takes place along a dividing line, which runs transversely, preferably perpendicular, to the direction of movement of the plate strip and therefore transversely to the two side edges of the plate strip.
  • a dividing line which runs transversely, preferably perpendicular, to the direction of movement of the plate strip and therefore transversely to the two side edges of the plate strip.
  • successive individual plates of which each individual plate has two mutually corresponding transversely to the direction of movement opposite side edges, which are thus formed from longitudinal sections of the two side edges of the plate band.
  • Each of the individual plates has a length which is adapted to the respective predetermined length of the formwork panel to be produced and preferably coincides with this predetermined length.
  • the individual plates are conveyed further in their longitudinal direction.
  • the lengths of the successively separated individual plates may coincide with each other.
  • the lengths of the successively separated individual plates may be different if the predetermined lengths of the formwork plates to be subsequently produced are different.
  • the two formwork panels are preferably made from a pair of sequentially separated individual panels. These therefore have the same or different lengths, which are measured in the direction of movement of the plate belt.
  • the respective length of each individual plate can be chosen freely, because this length is independent of the respective length of the standard plates by separating the single plate from a plate band, which is made by preceding juxtaposing and gluing the standard plates running and "endless" , From the respective lengths of the standard plates rather the respective width of the plate belt is determined.
  • the predetermined geometry of the respective formwork panel After separation of the individual plates they are processed to form the predetermined geometry of the respective formwork panel, in particular for the formation of the predetermined width, which corresponds to the production of a composite formwork wall element of the respective height of the formwork panels of the wall element, and to form all cutouts to be provided.
  • the respective predetermined widths of the two formwork panels of a wall element may be the same or different.
  • the formwork panel that is to come to rest on the building site on a building inside of the wall element be provided with a smaller width and therefore height on the upright wall element for the connection of a ceiling element.
  • the shuttering panel processed in this way is then provided individually with fastening devices which are preferred for fastening wall connection elements or spacers and / or serve of reinforcing elements, and then also equipped individually with the respective required reinforcing elements.
  • the standard plates can be removed individually from a supply in a removal station and conveyed in their longitudinal direction successively through an edge processing station and through a glue application station. Subsequently, the standard plates are transferred to a main conveyor line whose conveying direction is transverse, preferably perpendicular, to the longitudinal direction of the standard plates and on which the standard plates are successively strung together. The further processing is carried out in individual workstations following each other along the main conveyor line.
  • the joining and gluing of the standard plates is preferably carried out in predetermined pressing steps.
  • the plate belt is preferably advanced discontinuously or intermittently, so that the pressing steps in each case at a standstill, i. be performed in a movement break between two movement steps.
  • the pressing station is followed by a separation station, in which the individual separation of the respective leading longitudinal section of the plate strip to form the respective single plate is carried out, which is adapted individually in length to the shuttering plate to be produced in each case from the single plate.
  • the separation is preferably also at standstill of the plate belt, for which purpose preferably a break in movement of the plate belt is used during one of the pressing steps.
  • a fastening station follows, in which the fastening devices are fastened at predetermined points of the formwork panel, preferably screwed on.
  • One or more reinforcement stations then connect to the fastening station, in which reinforcement elements individually adapted to the respective requirements, such as reinforcing mats and reinforcing baskets, can be attached.
  • Other workstations that may be provided as manual workstations may join.
  • a tilting station is provided, in which the finished plate elements are erected for removal in an intermediate storage, when these plate elements are provided for building a wall element.
  • such plate elements which are provided as ceiling elements and have been processed, can be transported horizontally - without being tilted.
  • the conveyance of the plates through the individual work stations takes place at least as far as the attachment station, preferably in the longitudinal direction of the individual plates, and preferably discontinuously, so that the individual work steps are carried out at standstill of the respective plate.
  • the cycle times in individual successive workstations corresponding to the respective processing time can be adapted to each other, so that the respective processing can be carried out there at the same time as the joining and gluing the juxtaposed standard plates in the pressing station and the respective separation of the single plate in the separation station.
  • the respective cycle times in workstations following the separation station can be decoupled from one another in order to optimize the overall cycle time.
  • the respective cycle time in the processing station can be decoupled from the cycle times in the separation station and the pressing station in that the separated individual plates between the separation station and the processing station in a buffer stack successively stacked from top to bottom and taken from the buffer stack from below successively and transferred to the processing station.
  • the processing station can be at a lower level than the separation station.
  • the individual plates are conveyed discontinuously downwards in the buffer stack, in accordance with the respective processing time in the processing station.
  • the processing times of the individual plates in the processing station are in turn dependent on the scope of the respective cutting work, which may be different depending on the projected end geometry of the shuttering panels, for example, for their arrangement on a wall outside or inside wall. Due to the intermediate stacking of the individual plates in front of the processing station, however, a longer processing time in the processing station on the one single plate can be largely compensated by a shorter processing time of a subsequent single plate.
  • a buffer stack can be provided between the processing station and the attachment station, in which the cut formwork panels are stacked from bottom to top and also conveyed again discontinuously upwards again to a higher working level of the attachment station.
  • a further decoupling of working hours can be achieved in particular for the reinforcement stations by branching the main conveyor line, so that simultaneous processing of several plates can be carried out on the conveyor branches and also manual workstations along the conveyor line can be included in the production.
  • two individual plates successively transferred into the processing station are preferably cut to fit alternately as an inner formwork plate or an outer formwork plate.
  • These two formwork panels should face each other in the finished composite formwork wall element with their upper sides during processing.
  • Their trimming is preferably carried out depending on the fact that the one side edge of a single plate is defined as the foot portion of the formwork panel resulting from this single plate and the other side edge of the other single plate averted from this side edge is defined as the foot portion of the other formwork panel resulting from this other single panel.
  • these two formwork panels in the tilting station which is provided at the end of the conveyor line, can be erected about their respective foot sections in opposite tilting directions such that the upper side of the one shuttering panel faces in a direction opposite to the direction in which the upper side of the shuttering platform other formwork panel points.
  • the one formwork panel is displaced laterally in a direction before or in the tilting station, which is averted its foot portion, and the other formwork panel is arranged next to the first formwork panel so that the foot portions of the two formwork panels facing each other, the two formwork panels for their erection is folded like a book into the arrangement that they occupy in the finished wall element.
  • the individual plates are clamped on the transport pallets following the separation and conveyed to the same up to the tilting station.
  • a return-conveying branch can be provided, on which the Pallets are conveyed back to a position behind the separation station and then fed back to the main conveyor line.
  • the starting material the cement-bonded flat-pressed plates (hereinafter referred to as standard plates 11), processed to a Wegten plate belt 12, from which successively the individual plates 13 are separated.
  • the individual plates 13 have a sufficient size to produce therefrom the composite formwork ceiling elements consisting of a plate element, or the composite formwork wall elements consisting of their two plate elements with their wall shells 1 and 2 in one piece. The production of sub-elements and the subsequent assembly of the wall elements of individual sub-elements thus eliminated.
  • the standard plates 11 are delivered on pallets.
  • the standard plates are introduced by means of a hall crane from their deposit in an automatic removal station 20.
  • This removal station consists in the example of 2 x 2 Entstapelagen 21, which are secured to each other with fences or photocells so that a safe loading and unloading on the one Entstapelplatz in undisturbed removal from the second Entstapelplatz is possible.
  • a standard plate 11 is removed from the stack and placed on a feeder conveyor system 22.
  • Each destacking space is provided for the same or a different length type of the standard plates 11.
  • the height of each stack of plates is automatically reported to the control system, ie the storageists receive a visual and audible signal in good time when a new pallet with standard plates has to be fed.
  • the standard plates 11 are guided in their longitudinal direction by a measuring device 23, which checks the plate with respect to a constant thickness. Should a standard plate 11 this value, for example by bowls on the ends, Production error and the like exceed, it is deported without further processing by means of a discharge device from the conveyor system in a container. At the same time, the measuring device 23 notifies the control system of rejects.
  • a cleaning device 25 is arranged, which cleans the machined surfaces for the glue application.
  • the glue application station 26 is attached on one side to the feeder conveyor system 22. Here, the grooves are automatically charged with glue during their passage. The order quantity is matched with the conveying speed.
  • the milled and glue-provided for standard plates 11 reach immediately after the glue application station 26, the wider main conveyor belt 27, to which the standard plates are fed with their longitudinal direction perpendicular to the conveying direction of the main conveyor belt and which leads in the production direction perpendicular to the longitudinal direction of the standard plate 11 to the pressing station 28 ,
  • the deduction of the plates in the main direction of conveyance is accelerated so as not to interrupt the continuous conveyance at the feeder conveyor system 22.
  • the standard plates 11 are successively drawn into the pressing system of the pressing station 28 and aligned to a "continuous" plate, a plate belt 12, piece by piece and longitudinal edge along the longitudinal edge, aligned and pressed and thereby glued. This operation takes place in cyclic operation (discontinuous).
  • the accuracy of the plate alignment of the standard plates 11 to each other during alignment and pressing is controlled and possibly there is an error message (optical and acoustic signal, as well as a message to the control system).
  • the plate belt 12 which is thus always newly produced, in which the glue joints are oriented perpendicular to the longitudinal direction of the plate strip, already has sufficient stability immediately after the pressing of the standard plates, so that it can be further processed and advanced.
  • the plate strip 12 is shortened immediately after the pressing of the standard plates 11 in the production order for each formwork panel 1, 2 individually predetermined length, so that from the separated longitudinal sections of the plate strip 12, the individual plates 13 in the respective predetermined length of the formwork panels 1, 2 arise ,
  • a separation station 30 is provided with a movable in the conveying direction of the plate belt 12 saw or other mobile separation device following the pressing station 28. The cut occurs when the plate band 12 is stationary, i. during the pressing time when joining standard plates 11 in the pressing station 28.
  • the individual specification of the cutting position is controlled by the control system.
  • this separating device 30 is provided with a plotter which also labels the individual plates 13 produced with the cut during the pressing operations.
  • the pallet circulation 31 consists of workpiece carriers 32, so-called transport pallets 32, which contain simple centering devices and as a workpiece support an easily replaceable wear grating or wear mandrels for processing the processing station 29 (eg water jet plant or similar Zuschneidestrom) included.
  • processing station 29 eg water jet plant or similar Zuschneidestrom
  • Transport pallet 32 (workpiece carrier):
  • the individual plates 13 After cutting the plate strip 12 into individual elements, the individual plates 13, all further process steps now take place on the transport pallets 32.
  • These consist of rolled profiles as edge supports and are equipped with an easily replaceable grid as support surface.
  • centering devices are provided at the corners, which allow easy alignment and fixing of the transport pallets 32 in the individual workstations.
  • the transport of the transport pallets 32 takes place e.g. via roller blocks and friction wheels, the position detection via limit switches.
  • the individual plates 13 are then raised and lowered rollers, which between the grids of the transport pallets 32 after can be moved up, moved over the transport pallet 32 and positioned by lowering the rollers under the grate on the transport pallet 32.
  • the individual plates 13 are aligned on the grid by simple alignment units on stops on the transport pallet 32.
  • the transport pallets 32 are then moved, preferably in the longitudinal direction of the single plate, in a first stacking position.
  • the transport pallets 32 are lifted by means of a special buffer stacking device 33 and stacked one above the other from top to bottom and discontinuously conveyed down to a lower processing level (see. Fig. 4 ).
  • the centering devices serve this purpose the transport pallets 32 of the exact positioning or as protection against falling over.
  • This stacker 33 serves as a time buffer.
  • the following describes the further processing of the single plates mainly for the production of panel elements for wall elements.
  • the further processing of the individual plates for the production of ceiling elements is done accordingly in adaptation to this purpose.
  • Processing station 29 water jet cutting:
  • next transport pallet 32 from the stacking device 33 with the individual plate 13 lying thereon is removed from the stacking device 33 below and retracted after ready message of the processing station 29 in this processing station in the longitudinal direction of the single plate, and aligned to the existing there on the table top centering cones.
  • the processing station 29 the position of the single plate 11 and its respective foot section 13A or 13B of the formwork panel 1, 2 to be produced in the erected wall element longitudinal side edge on the transport pallets 32 is checked, and the processing by cutting can finally be adapted to the situation.
  • the wall geometries, incl. All cutouts are generated from the glued single plate 13, which are optimized with respect to the crop. It can be combined on a transport pallet 32 several small wall panels. Both formwork panels 1 and 2 of a wall element are always produced in direct succession. In addition to shuttering panels, soffit boards or other special geometries such as stair stringers, etc., are produced from the excess lengths of the clamping, as specified in the control system.
  • the cutting of the individual plates takes place, inter alia, depending on which of the two side edges of the single plate 13 is provided as a respective foot portion of the finished outer formwork panel 1 or inner formwork panel 2 in the finished wall element.
  • the finished assembled formwork panels in the form of plate elements are tilted at the end of production in a tilting station 40 about their respective foot section and thereby erected.
  • the tops of the cut individual plates should be facing each other after their assembly in the finished wall element.
  • the successive two single plates 13 provided for one and the same wall member already in the work station 29 such that the one side edge of the one single plate 13 is provided as the foot portion 13A of one shuttering plate and the other Side edge of the other single plate 13 is provided as a foot portion 13 B of the other formwork panel.
  • This can be achieved that the tops of the two plates are facing each other by merely tilting in reverse tilting directions as in the finished wall element. This will be explained further below in the description of the tilting stations 40.
  • the control receives a signal and at the same time the transport pallet 32 are extended with the already processed single plate in a further buffer stacking device 34 and a transport pallet 32nd with the next single plate from the stacking device 33 retracted into the processing station.
  • a further buffer-stacking device 34 is provided, with the difference that here is stacked from bottom to top (see. Fig. 4 ).
  • Attachment station 35 (in the example: screwing station), application of the wall connection elements 3, 4):
  • the transport pallets 32 are now automatically retracted after ready notification of the screwing 35 in the longitudinal direction of the individual plates in the screwing, again centered and the processing can be done there.
  • the wall connecting elements 3, 4 are manufactured separately and placed on feeder transport units 36, of which the wall connecting elements 3, 4 then, sorted by type and type, are supplied to the screwing station 35. Thus, always at least one or more wall connecting elements 3, 4 are always available per type in engagement with the screwing 35 available.
  • the robot in the screwing station 35 is provided both with special, suitable for the wall connecting elements 3, 4 gripping and setting device (s), as well as with a multi-screw device for fixing the wall connecting elements 3, 4 on the cut individual plates 13.
  • the screws are fed automatically.
  • the assembly is carried out with fasteners, for example - like Fig. 2 visible - as a mounting bracket 6 ( Fig. 2 ) are formed for the reinforcing elements 5, and the screwing the same accordingly.
  • the controller receives a signal and now at the same time the transport pallet 32 with the processed plate from the mounting station 35 extended and a transport pallet 32 retracted from the second stacking device 34.
  • the transport pallets 32 are separated into one or more delivery branches (two delivery branches in the example), for example, by displacing each second transport pallet laterally into the second delivery branch.
  • the reinforcing mats 5 are then loaded manually by means of a handling crane and then the loaded plates on the transport pallets 32 are conveyed further in parallel into the next workstations 38. Subsequently, the installation of reinforcing baskets, so far statically required.
  • the insertion of the mesh reinforcement 5 can also be done automatically.
  • the mat reinforcement 5 can be manufactured by a fully automatic mat welding system 39 individually for each individual wall element to be produced.
  • the cutouts produced in the processing station 29 are removed with a light crane with suction crosspieces and stored in containers or boxes. Also here the mesh reinforcement 5 is added according to the specifications and installed the transport anchor.
  • the transport pallets 32 are further conveyed in the longitudinal direction of the plates to the area above the tilting stations 40. For this purpose, the transport pallets 32 are lowered. On the tilting stations 40, the transport pallets 32 are erected by about 80 ° and the plate elements attached to the crane cross members for further transport in the vertical work stations 42 and removed in the vertical position of the transport pallet 32.
  • a formwork panel has been laterally displaced in a direction corresponding to the foot section 13A this is a formwork panel averted.
  • the two formwork panels are fed into the two tilting stations 40 in such a way that they are arranged side by side with mutually facing foot sections 13A, 13B.
  • these two formwork panels can be folded around their respective foot section 13A, 13B like a book in opposing tilting directions and then erected in that relative position which they occupy in the finished wall element in the vertical processing stations 42 and then in the joining station 43.
  • the now empty transport pallets 32 are pivoted back into the horizontal position and conveyed back in front of the stacking device 33. Arrived between the separation station 30 and the processing station 29, are the empty transport pallets 32 are fed before or into the first stacking device 33 and can be equipped with individual plates 13 again.
  • the plate elements removed by the tilting stations 40 by crane are completed at so-called vertical workstations 42 in manual work steps and prepared for the assembly of the first and the second formwork panel 2 having plate elements (compression).
  • the wall element After pressing the two plate elements to a composite formwork wall element, the wall element is completed by installing soffit boards from the blanks, which were previously stored in the last two workstations 38, window and door recesses. After any necessary cosmetic post-processing steps, the finished composite formwork wall elements are stored in transport racks.
  • the plate elements have been processed and equipped for the production of ceiling elements, they need not be erected in the tipping stations, but can be removed horizontally from the respective transport pallet and then stored.
  • the cement-bonded flat-pressed plates are processed into a pre-moved plate belt 12.
  • the slat has a sufficient size to form therefrom the formwork panels 2 for composite formwork ceiling elements, each consisting of a plate member with a formwork panel 2 equipped and reinforced for this use ( Fig. 2 ), or the shuttering panels 1, 2 for composite formwork wall elements, consisting of the two plate elements with the assembled shuttering panels 1 and 2 ( Fig. 1 ) in one piece.
  • the continuous processing by means of the plate belt 12, from which the individual plates 13 can each be separated individually with the required lengths results in considerable material savings through reduced waste of the starting material, the cement-bonded flat-pressed plates. Further material savings result from the elimination of necessary overlap reinforcements and so-called connecting strips, which must be provided in the conventional assembly of the composite formwork elements from the prefabricated sub-elements.
  • the almost seamless prefabrication of the formwork panels results in an improved surface quality of the end product.
  • the production costs for the composite formwork wall elements is significantly reduced, since many work steps can be automated and the planning and manufacturing of sub-elements is eliminated and the associated logistics costs, material and parts handling and additional work steps such as the assembly of the sub-elements are saved.
  • the controlled and mainframe-controlled production of the composite formwork panel elements also improves the documentation of the precursors and the end product used.
  • the production statistics can be accessed and monitored at any time.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Automatic Assembly (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Laminated Bodies (AREA)
  • Producing Shaped Articles From Materials (AREA)
EP11711290.4A 2011-03-02 2011-03-02 Verfahren zum fortlaufenden herstellen von verbundschalungs-plattenelementen Active EP2681371B1 (de)

Priority Applications (5)

Application Number Priority Date Filing Date Title
PL11711290T PL2681371T3 (pl) 2011-03-02 2011-03-02 Sposób ciągłej produkcji elementów płytowych deskowania zespolonego
SI201130478T SI2681371T1 (sl) 2011-03-02 2011-03-02 Postopek za neprekinjeno proizvodnjo kompozitnih opažnih ploščnih elementov
RS20150305A RS53998B1 (sr) 2011-03-02 2011-03-02 Postupak za kontinualnu proizvodnju spojene oplate od pločastih elemenata
HRP20150466TT HRP20150466T1 (hr) 2011-03-02 2011-03-02 Postupci kontinuirane proizvodnje kompozitnih panelnih elemenata za oblaganje
CY20151100391T CY1116375T1 (el) 2011-03-02 2015-04-30 Μεθοδος για τη συνεχη κατασκευη στοιχειων πλακας για καλουπια συνδεσης

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2011/053118 WO2012116745A1 (de) 2011-03-02 2011-03-02 Verfahren zum fortlaufenden herstellen von verbundschalungs-plattenelementen

Publications (2)

Publication Number Publication Date
EP2681371A1 EP2681371A1 (de) 2014-01-08
EP2681371B1 true EP2681371B1 (de) 2015-02-11

Family

ID=46547394

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11711290.4A Active EP2681371B1 (de) 2011-03-02 2011-03-02 Verfahren zum fortlaufenden herstellen von verbundschalungs-plattenelementen

Country Status (18)

Country Link
US (1) US9243397B2 (pl)
EP (1) EP2681371B1 (pl)
CN (1) CN103597148B (pl)
AT (1) AT511132B1 (pl)
AU (1) AU2011360697B2 (pl)
BR (1) BR112013022121B1 (pl)
CY (1) CY1116375T1 (pl)
DE (1) DE202012100746U1 (pl)
DK (1) DK2681371T5 (pl)
EA (1) EA025455B1 (pl)
ES (1) ES2536237T3 (pl)
HR (1) HRP20150466T1 (pl)
PL (1) PL2681371T3 (pl)
PT (1) PT2681371E (pl)
RS (1) RS53998B1 (pl)
SI (1) SI2681371T1 (pl)
SM (1) SMT201500161B (pl)
WO (1) WO2012116745A1 (pl)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101195308B1 (ko) * 2012-06-15 2012-10-26 송용도 건축용 조립식 벽체 프레임 및 이를 이용한 천정 프레임
CN104264872B (zh) * 2014-09-18 2017-04-12 东莞市万科建筑技术研究有限公司 复合现浇外墙及其构建方法
RU2659110C2 (ru) * 2016-10-19 2018-06-28 Общество с ограниченной ответственностью "Научно-исследовательский, проектно-конструкторский и технологический институт ВНИИжелезобетон" Теплосберегающая легкобетонная панель здания
DE102017128196A1 (de) * 2017-11-28 2019-05-29 Watermann Polyworks Gmbh Verfahren zum Herstellen einer Dichtbahn und Dichtbahn
WO2020169811A1 (en) * 2019-02-22 2020-08-27 Mackencore Uk Limited Lost formwork
CN109930741B (zh) * 2019-04-09 2023-05-09 中建材凯盛机器人（上海）有限公司 用于装配式墙体模块的自动生产线及相应的生产方法

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2129825A1 (de) * 1971-06-16 1972-12-21 Armin Kleiber Palettenumlaufbahn
US4709899A (en) 1985-10-28 1987-12-01 Shimizu Construction Co., Ltd. Climbing formwork apparatus for concrete placing
FI916098A0 (fi) 1991-12-23 1991-12-23 Acotec Oy Foerfarande foer tillverkning av betongelement och apparatur foer tillaempning av foerfarandet.
DE9302320U1 (de) 1993-02-17 1994-06-16 Gruber, Eva M., Dipl.-Ing., Zell am See Wandelement, insbesondere Doppelwandelement
DE29609800U1 (de) 1996-06-03 1997-10-09 Gruber, Eva M., Dipl.-Ing., Zell am See Deckenkonstruktion und Deckenelement
DE19718111A1 (de) * 1997-04-29 1998-12-03 Pph Produktionssysteme & Proje Verfahren und Vorrichtung zur Herstellung von verlorenen Schalungen für Wände von Bauwerken
WO2007012345A1 (de) 2005-07-28 2007-02-01 Vst Verbundschalungstechnik Gmbh Verfahren zum herstellen einer wand-decken-konstruktion in stahlbetonausführung
DE102005038338B4 (de) * 2005-08-13 2009-01-08 Christian Prilhofer Palettenumlaufanlage mit kontinuierlichem Palettentransport zur Herstellung von Betonteilen
DE102005044462A1 (de) * 2005-09-16 2007-03-22 Fritz Egger Gmbh & Co. Verbindung zwischen Fügeflächen von zwei Bauteilen
TWI310641B (en) 2006-07-18 2009-06-01 Ind Tech Res Inst Method and apparatus of dynamic channel assignment for a wireless network
US7743565B2 (en) * 2006-11-08 2010-06-29 Pyo John M Modular building block system and method of manufacture
WO2015089642A1 (en) * 2013-12-17 2015-06-25 Baader Benjamin Insulated concrete panel form and method of making same

Also Published As

Publication number Publication date
AU2011360697A1 (en) 2013-09-19
AT511132B1 (de) 2015-01-15
PT2681371E (pt) 2015-06-02
CN103597148B (zh) 2016-03-09
CY1116375T1 (el) 2017-02-08
HK1188268A1 (en) 2014-04-25
DK2681371T3 (en) 2015-05-11
CN103597148A (zh) 2014-02-19
AU2011360697B2 (en) 2016-07-07
ES2536237T3 (es) 2015-05-21
WO2012116745A1 (de) 2012-09-07
HRP20150466T1 (hr) 2015-05-22
EP2681371A1 (de) 2014-01-08
EA201391244A1 (ru) 2014-03-31
AT511132A3 (de) 2014-06-15
DE202012100746U1 (de) 2012-06-15
BR112013022121A2 (pt) 2016-12-06
US20130333192A1 (en) 2013-12-19
US9243397B2 (en) 2016-01-26
PL2681371T3 (pl) 2015-07-31
SMT201500161B (it) 2015-09-07
AT511132A2 (de) 2012-09-15
BR112013022121B1 (pt) 2020-05-12
RS53998B1 (sr) 2015-10-30
DK2681371T5 (en) 2015-07-27
EA025455B1 (ru) 2016-12-30
SI2681371T1 (sl) 2015-06-30

Similar Documents

Publication Publication Date Title
EP2119542B1 (de) Verfahren und Anlage zur Herstellung von Betonfertigbauelementen, wobei die Herstellung auf Palettenformen erfolgt.
EP2681371B1 (de) Verfahren zum fortlaufenden herstellen von verbundschalungs-plattenelementen
EP2119541B1 (de) Verfahren zu Herstellung von Betonfertigbauelementen auf Palettenformen, die nacheinander mehrere Stationen einer Fertigungsstrasse durchlaufen
EP0456020B1 (de) Anlage zur maschinellen Mauerwerksfertigung
EP3479977B1 (de) Verfahren zur herstellung von wandbauteilen für gebäude
EP2618972B1 (de) Verfahren zur herstellung von flächigen tafelelementen
DE2937472A1 (de) Transfermaschine
EP3045278B1 (de) Verfahren zur herstellung von platten und/oder blöcken aus holz
EP2060374A2 (de) Fertigungsanlage für zweischalige Mauersteine
DE102015108986A1 (de) Verfahren zur Herstellung von Fertigbauteilen und Lagenbildungseinrichtung zur Verwendung in einem solchen Verfahren
DE9412405U1 (de) Bewehrungsmatte für Stahlbeton-Flächentragwerke sowie Maschine zu deren Herstellung
WO2012104100A1 (de) Verfahren und einrichtung zum bestücken eines mehrlagigen vollholz-verbundbauteiles
EP1395378B1 (de) Anlage zum kontinuierlichen herstellen von bauelementen
EP4344819B1 (de) Werkzeugmaschine sowie verfahren zur montage einer werkzeugmaschine
DE19538891C2 (de) Verfahren und Vorrichtung zum großflächigen horizontalen Verlegen von Platten
DE19813583A1 (de) Verfahren und Vorrichtung zur Herstellung von Mauerwerk
DE3734655A1 (de) Anlage zum aufteilen von platten und foerdern und stapeln der zuschnitte
EP0804325B1 (de) Verfahren und anlage zum herstellen von tragelementen
DE19712698C2 (de) Anlage zum ausgerichteten Zuführen von Füllstreifen aus Dämmaterial im Zuge der Fertigung von Sandwichelementen
EP0523352B1 (de) Etagensammelstation
DE29500608U1 (de) Stapel-Einrichtung, insbesondere für bearbeitetes Langholz am Ende einer Abbundanlage
DE2950364C2 (de) Vorrichtung zum lageweisen Beladen von Paletten mit Stückgütern
DE102012111879A1 (de) Verfahren und Vorrichtung zum Bearbeiten von Platten
CH655044A5 (de) Verfahren zum kontinuierlichen herstellen von decken- und fassaden-fertigelementen fuer den hausbau, sowie anordnung zu dessen durchfuehrung.
DE8713760U1 (de) Einrichtung zum Aufteilen von Platten und Fördern und Stapeln der Zuschnitte

Legal Events

Date Code Title Description
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

17P Request for examination filed

Effective date: 20130829

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

REG Reference to a national code

Ref country code: HK

Ref legal event code: DE

Ref document number: 1188268

Country of ref document: HK

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20140717

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 709987

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150315

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502011005858

Country of ref document: DE

Effective date: 20150326

REG Reference to a national code

Ref country code: HR

Ref legal event code: TUEP

Ref document number: P20150466

Country of ref document: HR

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20150507

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2536237

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20150521

REG Reference to a national code

Ref country code: HR

Ref legal event code: T1PR

Ref document number: P20150466

Country of ref document: HR

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20150505

REG Reference to a national code

Ref country code: EE

Ref legal event code: FG4A

Ref document number: E010531

Country of ref document: EE

Effective date: 20150427

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20150400921

Country of ref document: GR

Effective date: 20150518

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20150211

REG Reference to a national code

Ref country code: DK

Ref legal event code: T5

Effective date: 20150721

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 18586

Country of ref document: SK

REG Reference to a national code

Ref country code: HK

Ref legal event code: GR

Ref document number: 1188268

Country of ref document: HK

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011005858

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

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E024864

Country of ref document: HU

26N No opposition filed

Effective date: 20151112

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20150466

Country of ref document: HR

Payment date: 20190301

Year of fee payment: 9

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20150466

Country of ref document: HR

Payment date: 20200226

Year of fee payment: 10

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20150466

Country of ref document: HR

Payment date: 20210211

Year of fee payment: 11

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20150466

Country of ref document: HR

Payment date: 20220217

Year of fee payment: 12

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

Ref country code: GB

Payment date: 20220324

Year of fee payment: 12

Ref country code: DE

Payment date: 20220218

Year of fee payment: 12

Ref country code: CH

Payment date: 20220324

Year of fee payment: 12

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

Ref country code: SM

Payment date: 20220321

Year of fee payment: 12

Ref country code: MT

Payment date: 20220325

Year of fee payment: 12

Ref country code: MC

Payment date: 20220321

Year of fee payment: 12

Ref country code: FR

Payment date: 20220323

Year of fee payment: 12

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

Ref country code: CY

Payment date: 20220221

Year of fee payment: 12

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

Ref country code: AL

Payment date: 20220217

Year of fee payment: 12

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20150466

Country of ref document: HR

Payment date: 20230222

Year of fee payment: 13

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

Ref country code: RO

Payment date: 20230220

Year of fee payment: 13

Ref country code: NO

Payment date: 20230317

Year of fee payment: 13

Ref country code: LU

Payment date: 20230322

Year of fee payment: 13

Ref country code: IE

Payment date: 20230321

Year of fee payment: 13

Ref country code: FI

Payment date: 20230322

Year of fee payment: 13

Ref country code: DK

Payment date: 20230323

Year of fee payment: 13

Ref country code: BG

Payment date: 20230223

Year of fee payment: 13

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

Ref country code: SI

Payment date: 20230222

Year of fee payment: 13

Ref country code: RS

Payment date: 20230222

Year of fee payment: 13

Ref country code: PT

Payment date: 20230222

Year of fee payment: 13

Ref country code: IT

Payment date: 20230322

Year of fee payment: 13

Ref country code: IS

Payment date: 20230315

Year of fee payment: 13

Ref country code: HU

Payment date: 20230223

Year of fee payment: 13

Ref country code: HR

Payment date: 20230222

Year of fee payment: 13

Ref country code: EE

Payment date: 20230316

Year of fee payment: 13

Ref country code: BE

Payment date: 20230322

Year of fee payment: 13

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

Ref country code: NL

Payment date: 20230322

Year of fee payment: 13

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

Ref country code: ES

Payment date: 20230404

Year of fee payment: 13

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502011005858

Country of ref document: DE

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 NON-PAYMENT OF DUE FEES

Effective date: 20230331

Ref country code: CY

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

Effective date: 20230302

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20230302

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

Ref country code: GB

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

Effective date: 20230302

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

Ref country code: SM

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

Effective date: 20231002

Ref country code: LI

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

Effective date: 20230331

Ref country code: GB

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

Effective date: 20230302

Ref country code: FR

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

Effective date: 20230331

Ref country code: DE

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

Effective date: 20231003

Ref country code: CH

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

Effective date: 20230331

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

Ref country code: MK

Payment date: 20230221

Year of fee payment: 13

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

Ref country code: GR

Payment date: 20240327

Year of fee payment: 14

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

Ref country code: LT

Payment date: 20240220

Year of fee payment: 14

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

Ref country code: AT

Payment date: 20240325

Year of fee payment: 14

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

Ref country code: CZ

Payment date: 20240219

Year of fee payment: 14

Ref country code: SK

Payment date: 20240215

Year of fee payment: 14

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

Ref country code: TR

Payment date: 20240214

Year of fee payment: 14

Ref country code: SE

Payment date: 20240322

Year of fee payment: 14

Ref country code: PL

Payment date: 20240222

Year of fee payment: 14

Ref country code: LV

Payment date: 20240322

Year of fee payment: 14

REG Reference to a national code

Ref country code: HR

Ref legal event code: PBON

Ref document number: P20150466

Country of ref document: HR

Effective date: 20240302

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

Ref country code: BG

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

Effective date: 20240302

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

Ref country code: FI

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

Effective date: 20240302

Ref country code: HR

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

Effective date: 20240302

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

Ref country code: PT

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

Effective date: 20240902

REG Reference to a national code

Ref country code: EE

Ref legal event code: MM4A

Ref document number: E010531

Country of ref document: EE

Effective date: 20240331

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20240331

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

Ref country code: RO

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

Effective date: 20240302

Ref country code: PT

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

Effective date: 20240902

Ref country code: HR

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

Effective date: 20240302

Ref country code: FI

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

Effective date: 20240302

Ref country code: BG

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

Effective date: 20240302

Ref country code: RS

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

Effective date: 20240302

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20240401

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

Ref country code: LU

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

Effective date: 20240302

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 NON-PAYMENT OF DUE FEES

Effective date: 20240303

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

Ref country code: LU

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

Effective date: 20240302

Ref country code: HU

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

Effective date: 20240303

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

Ref country code: NL

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

Effective date: 20240401

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20240331

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

Ref country code: NL

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

Effective date: 20240401

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 NON-PAYMENT OF DUE FEES

Effective date: 20240331

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

Ref country code: BE

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

Effective date: 20240331

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 NON-PAYMENT OF DUE FEES

Effective date: 20240331

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

Ref country code: IE

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

Effective date: 20240302

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 NON-PAYMENT OF DUE FEES

Effective date: 20240331

Ref country code: IE

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

Effective date: 20240302

Ref country code: EE

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

Effective date: 20240331

Ref country code: BE

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

Effective date: 20240331

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

Ref country code: DK

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

Effective date: 20240331

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20250425

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

Ref country code: IT

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

Effective date: 20240302

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

Ref country code: ES

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

Effective date: 20240303

REG Reference to a national code

Ref country code: LT

Ref legal event code: MM4D

Effective date: 20250302

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

Ref country code: LT

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

Effective date: 20250302

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 18586

Country of ref document: SK

Effective date: 20250302

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

Ref country code: CZ

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

Effective date: 20250302

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

Ref country code: SK

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

Effective date: 20250302

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

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

Ref country code: LV

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

Effective date: 20250302

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 709987

Country of ref document: AT

Kind code of ref document: T

Effective date: 20250302

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

Ref country code: AT

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

Effective date: 20250302

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

Ref country code: GR

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

Effective date: 20251003

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

Ref country code: SE

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

Effective date: 20250303