EP3517268B1 - Verlegeautomat - Google Patents

Verlegeautomat Download PDF

Info

Publication number
EP3517268B1
EP3517268B1 EP19155066.4A EP19155066A EP3517268B1 EP 3517268 B1 EP3517268 B1 EP 3517268B1 EP 19155066 A EP19155066 A EP 19155066A EP 3517268 B1 EP3517268 B1 EP 3517268B1
Authority
EP
European Patent Office
Prior art keywords
spacers
reinforcement structure
supporting
method step
positions
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
EP19155066.4A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3517268A1 (de
Inventor
Helmut Stofner
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.)
Progress Holding AG
Original Assignee
Progress Holding 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 Progress Holding AG filed Critical Progress Holding AG
Publication of EP3517268A1 publication Critical patent/EP3517268A1/de
Application granted granted Critical
Publication of EP3517268B1 publication Critical patent/EP3517268B1/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
    • B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
    • 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
    • B28B23/024—Supporting means
    • 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
    • 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
    • B28B17/00—Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
    • B28B17/0063—Control arrangements
    • B28B17/0081—Process control
    • 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/0056—Means for inserting the elements into the mould or supporting them in 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
    • E04C5/203—Circular and spherical spacers
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/04—Mats

Definitions

  • the invention relates to an arrangement of spacers for supporting a reinforcement structure and an automatic laying machine for carrying out a supporting method.
  • spacers in the form of e.g. rings of different sizes or plastic strips are manually placed on a substrate and the reinforcement elements are then arranged on these.
  • the manual positioning of the spacers is based on empirical values, which means that sometimes too many spacers are used. This increases the risk of cavities forming, since the spacers are encased with the concrete together with the reinforcement elements, which has a negative effect on the quality of the precast concrete part to be produced.
  • higher costs are caused as a result, since on the one hand unnecessary spacers are consumed and on the other hand increased effort is required when recycling the precast concrete parts in order to extract the spacers from the precast concrete part again.
  • a coating compound is used to create spacers on which grids are placed.
  • the coating composition consists of a swellable material (e.g. plastic foam) that is applied to a building board in the form of dots or lines.
  • the grids for the plate production are then arranged on the hardened coating mass.
  • a device which comprises a movable carriage which moves along a Y-coordinate and perpendicular to an X-coordinate.
  • Various built-in parts can be arranged on a pallet using a gripper arranged on the carriage.
  • the gripper must fetch each built-in part individually from a magazine, which is arranged on the carriage, before it is placed.
  • the object of the present invention is therefore to specify an arrangement of spacers for supporting a reinforcement structure and an automatic laying machine for carrying out an improved supporting method compared to the prior art, the supporting method being characterized in particular by an improved quality of the precast concrete parts, cost savings and more environmentally friendly recycling which characterizes precast concrete elements.
  • the data provided in the course of the first method step for a reinforcement structure designed for the precast concrete part to be produced can For example, the structure, geometry and weight of the reinforcement structure.
  • the reinforcement structures used are made up of longitudinal bars, transverse bars and/or lattice girders, and depending on the precast concrete part, recesses can be provided, for example for windows or doors.
  • the outer contours of the reinforcement structure can already reflect the outer contours of the precast concrete part to be produced, ie for example inclined surfaces or the like.
  • Lattice girders that are used usually have an upper and a lower chord arrangement and diagonal chords running in between. The exact construction of the trusses may also form part of the data provided.
  • the diameter and the material composition of the transverse and longitudinal bars or lattice girders used also play a role, as well as the relative arrangement of these elements to one another.
  • All of this data can be provided during the first step of the process, e.g. in the form of a CAD file.
  • the data are generated by a program-controlled electronic computer system in the course of the first method step.
  • the term “providing” also includes the solution, which is not according to the invention, in which the data is retrieved from a database. This is the same program-controlled electronic computer system that is also used in the second step of the process.
  • the calculation of the positions for supporting the reinforcement structure carried out in the course of the second method step can, in addition to the data of the reinforcement structure provided in the course of the first method step, also take into account other parameters, such as the load-bearing capacity of the spacers used to support the reinforcement structure.
  • the positions can be calculated in different ways: It makes sense, for example, that different precast element types are treated in a diversified manner. For example, one could design an algorithm suitable for position calculation based on simplified static models tailored to each element type.
  • the reinforcement structure when calculating the positions for supporting the reinforcement structure in the course of the second method step, can be subdivided into bearing areas, with each bearing area preferably being assigned exactly one spacer. It has proven to be advantageous to iteratively shift the limits of the load-bearing areas when calculating the positions for supporting the reinforcement structure in the course of the second method step.
  • the placement can be done manually, with a marking device being able to be used to mark the positions.
  • a marking device can be, for example, a plotter or a modulated line laser or the like.
  • the placement takes place automatically by means of an automatic laying machine.
  • a reinforcement structure manufactured according to the data is then placed on the positioned spacers. This essentially completes the support procedure for supporting a rebar structure.
  • the reinforcement structure placed on the spacers - together with the spacers - is embedded in a concrete mass in a subsequent process step.
  • the spacers are preferably placed on a pallet provided with formwork elements and the manufacturing method is carried out in a pallet circulation system.
  • an automatic laying device for carrying out the support method, the automatic laying device comprising at least one placement device that can be moved in the longitudinal direction and/or transverse direction and a control unit that is designed to control the at least one placement device in such a way that a spacer is placed at a precalculated position becomes.
  • the control unit is the program-controlled electronic computer system used in the course of the second method step.
  • the at least one placement device comprises at least one device for detecting the height of the spacers, preferably using a laser. This ensures that spacers are laid at a suitable height for a given concrete cover. Operating errors when manually refilling spacers of the wrong type can be detected in this way and subsequent negative consequences can be avoided.
  • the support method 21 for supporting a reinforcement structure can be integrated into a production process 22 for the production of precast concrete parts, with the reinforcement structure placed on the spacers being embedded in a concrete mass in a subsequent process step 27 following process steps 23 to 26 of the support process 21.
  • Figure 2a shows schematically in a plan view an example of a reinforcement structure 1, which is designed for the production of a precast concrete part in the form of a polystyrene ceiling.
  • the reinforcement structure 1 is composed of a plurality of longitudinal bars 28, transverse bars 29 oriented essentially perpendicular thereto, and lattice girders 30, which can be constructed, for example, from an upper and a lower chord arrangement and diagonal chords running in between.
  • the data for this reinforcement structure 1 are made available in the course of the first method step 23 .
  • positions 33 and 34 (cf Figure 2b ) to support the reinforcement structure 1 depending on the data provided for the reinforcement structure 1.
  • the element type is dominated by the five longitudinal lines on which the longitudinal reinforcement is concentrated and on which the lattice girders 30 are arranged.
  • a sensible assumption as a starting point for the calculation is therefore to position the spacers 4 exclusively along these five main lines in the longitudinal direction 33 .
  • a plurality of spacers 4 are then distributed along these longitudinal lines as a test and the sagging behavior of these longitudinal lines is approximately calculated—without taking account of the transverse bars 29—and compared with specified limit values.
  • the positions 33, 34 of the spacers 4 are shifted iteratively, the sagging behavior is calculated again and compared with limit values, namely until one has determined a maximum distance 31 of the first spacer 4 from the start of the reinforcement structure 1 and the maximum distance 32 of the spacers 4 to one another along the longitudinal line with a still tolerable sagging behavior.
  • the values 31 and 32 are calculated with a certain tolerance, which is dependent on the distance 44 of the crossbars 29, since for static reasons it makes sense not to place the spacers 4 exactly on the positions specified by 31 and 32, but on the move to the nearest crossing point.
  • this calculation method it is possible to calculate a set of essentially optimal positions 33, 34 for supporting the reinforcement structure 1 depending on the data provided for the reinforcement structure 1, with this set of positions 33, 34 having a minimum number of spacers 4 with a simultaneously tolerable To ensure sagging behavior of the reinforcement structure 1, which subsequently affects the quality of the precast concrete part to be produced.
  • a reinforcement structure 1 manufactured according to the data is placed on the spacers 4.
  • the result of this third and fourth method step 25 and 26 is shown schematically in Figure 2b shown, with the inner contours of formwork elements 10 also being indicated, which corresponds to the outer contour of a precast concrete part produced by embedding the reinforcement structure 1 placed on the spacers 4 in a concrete mass and curing the concrete mass.
  • Figure 3a shows another example of a reinforcement structure 2 in the form of a mat that is made up of longitudinal bars 28 and transverse bars 29 .
  • the mat has a cutout 35 for a window and a cutout 36 for a door as well as an inclined surface 43 .
  • this reinforcement structure 2 are made available in the form of CAD data.
  • positions 33 and 34 for supporting the reinforcement structure 2 are calculated in a program-controlled electronic computer system as a function of the data provided for the reinforcement structure 2.
  • each support area 5 is assigned exactly one spacer 4, which carries at least one transverse bar 29 or longitudinal bar 28.
  • Each of these supporting bars hangs down from the point of support. This sagging is essentially dependent on the dead weight of the supporting bar and the weight of the welded-on supporting bars.
  • a parameterizable maximum torque may not be exceeded, whereby the torque depends on the diameter of the supporting rods.
  • the load of the supported bars is distributed to all supporting bars.
  • Each load-bearing bar resting on a spacer is calculated.
  • each supported bar is considered as a supporting bar and calculated until all bars are supported. The deflection of the supported bars depends on their diameter and the weight of the bars welded to them and the resulting torque.
  • This calculation is carried out for support areas 5, in each of which a spacer 4 is arranged.
  • the division into the load-bearing areas 5 takes place, for example, starting from one side of the reinforcement structure 2.
  • the initial size of each load-bearing area 5 can be parameterized.
  • the size of the support areas 5 is changed iteratively during the calculation in order to come as close as possible to the specified torque limit.
  • the limits 16 of each load-bearing area 5 are defined on the one hand by the limits of the reinforcement structure 2 outside and inside (recesses for windows, doors or the like) and on the other hand by the calculated loads and the resulting limits to other load-bearing areas 5.
  • spacers 4 with a grid-like support surface 40 in which openings are provided and with several supports 42 protruding from the support surface 40, which are attached both at the outer edge and in the middle area of the bearing surface 40 can be arranged, with a fictitious volume of the spacer 4 being defined by the bearing surface 40 and the outer supports 42 (cf figure 4 ).
  • Some of the openings in the support surface 40 are arranged in such a way that they offer at least space for supports 42 of a further spacer 4 of the same construction and thus at least two spacers 4 can be stacked one inside the other and the common notional volume of the stacked spacers 4 is greater than the notional volume of a spacer 4 is insignificantly enlarged, with the stacked spacers 4 basically being in the same position and only being twisted relative to one another or offset laterally, so that their contact surfaces 40 lie parallel to one another.
  • the grid-like support surface 40 is round in the present case.
  • the supports 42 form the gauge that defines the concrete cover. Depending on the required concrete cover of the reinforcement structures 1, 2, the supports 42 can be longer or shorter.
  • FIG 4 a stack of spacers 4 designed in this way and arranged one above the other or one inside the other is shown.
  • the stacked spacers 4 can be temporarily stored in a separating device 8.
  • This separating device 8 consists of a centering tube 37 with which the spacers 4 are held centrally. The spacers 4 are held up by a stopper 39 .
  • the stack of spacers lies on the stopper 39.
  • a separator 38 further separates the bottom spacer 4 from the second-lowest spacer.
  • the spacers 4 In order to enable the stopper 39 or the separator 38 to engage, the spacers 4 have an annular projection 45 on the peripheral side.
  • the stopper 39 is moved radially outwards so that the spacer 4 with the projection 45 no longer rests on the stopper 39 (cf. Figure 5b ).
  • the stopper 39 is moved back into its original position (cf. Figure 5c ).
  • the separator 38 is then moved radially outwards. As a result, the stack of spacers falls down onto the stopper 39 (cf. Figure 5d ). Finally, the separator 38 returns to its original position Figure 5a moved back.
  • a marking device can be provided, which can be a plotter, for example, which plots the calculated positions 33, 34 of the spacers 4 marked on a palette.
  • the marking device can also include a laser that can be modulated, with which the calculated positions 33, 34 for the spacers 4 are displayed either sequentially one after the other or simultaneously.
  • an operator can then place the spacers 4 manually at the calculated positions 33, 34, which are marked by the marking device.
  • the spacers 4 are placed at the calculated positions 33, 34 in the course of the third method step 25 by means of an automatic laying machine.
  • Figure 6a shows an example of such a laying machine 6, which is designed to be stationary. This means that a pallet 11, on which spacers 4 are to be placed at calculated positions 33, 34, is moved relative to the stationary automatic laying machine 6.
  • the pallets 11 are moved lengthwise or crosswise from one cycle station to the next in the pallet circulation system. In the example shown, the pallet 11 is moved in the longitudinal direction 33.
  • Two placement devices 19, each of which has one of the above-described separating devices 8, are provided for depositing spacers 4 at the precalculated positions 33, 34.
  • the pallet 11 is moved in the longitudinal direction 33 and one of the placement devices 19 is moved in the transverse direction 34 along a crossbeam 17.
  • a control unit 20 for controlling the movements of the positioning devices 19 is provided. According to a preferred embodiment, this control unit 20 can also control the movement of the pallet 11 .
  • the control unit 20 is the program-controlled electronic computing system 3 which, in the course of the second method step 24, calculates the positions 33, 34 for supporting the reinforcement structure 1, 2 as a function of the data provided for the reinforcement structure 1, 2.
  • such a stationary automatic laying machine 6 can also be provided with several parallel beams, which are arranged transversely to the direction of travel of the pallet 11 and on which one or more placing devices 19 are movably mounted.
  • Figure 6b shows schematically an example of an automatic laying machine 7 designed to be movable.
  • the pallet 11 remains in a specific position during the positioning of the spacers 4 at the calculated positions 33, 34 and the placement devices 19 become relative both in the longitudinal direction 33 and in the transverse direction 34 proceed to pallet 11.
  • a plurality of parallel beams on which one or more placement devices 19 are arranged can be provided.
  • Automatic laying machines 6, 7 shown can also include a loading station for refilling the spacers 4 to be placed in the course of the third method step 25.
  • the charging station can also be used to keep different types of spacers 4 ready, so that a change between two different types of spacers 4 is possible in a simple manner.
  • the loading station 9 includes a magazine with several, in this specific case three, turntables 12, each one Filling area 13 and a removal area 14 have.
  • the magazine can be filled with new spacers 4 on one side via the filling areas 13 of the turntable 12 by an operator, while the other half of the magazine, ie the removal areas 14 of the turntable 12, is available for the placement devices 19 to remove the spacers 4 .
  • the magazine is advantageously designed in such a way that a sufficient number of spacers 4 for daily production is stored.
  • a placement device 19 moves over a stack of spacers that is ready in the magazine and picks them up in the separating device 8 .
  • the loading station 9 can be designed in such a way that spacers 4 with different heights are available on magazines positioned next to one another.
  • One or more drawers can also be used instead of the turntable, for example.
  • centering bolts 15 can be provided in the loading station 9, which can be inserted into a corresponding central opening 41 in the support surface 40 of the spacers 4 (cf. figure 4 ) can intervene. In this way, a stack of spacers can be stored at a predetermined storage position.
  • the placement device 19 picks up a specific stack of spacers, uses up some of the spacers 4 of the stack, i.e. places them at precalculated positions 33, 34 in the course of the third method step 25, and places the spacers 4 that have not been used up again at a storage position, to accommodate a different type of spacer, e.g. with a different height.
EP19155066.4A 2015-08-17 2016-08-11 Verlegeautomat Active EP3517268B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA50726/2015A AT517094B1 (de) 2015-08-17 2015-08-17 Abstützverfahren zur Abstützung einer Bewehrungskonstruktion
EP16183778.6A EP3165340B1 (de) 2015-08-17 2016-08-11 Abstützverfahren zur abstützung einer bewehrungskonstruktion

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP16183778.6A Division-Into EP3165340B1 (de) 2015-08-17 2016-08-11 Abstützverfahren zur abstützung einer bewehrungskonstruktion
EP16183778.6A Division EP3165340B1 (de) 2015-08-17 2016-08-11 Abstützverfahren zur abstützung einer bewehrungskonstruktion

Publications (2)

Publication Number Publication Date
EP3517268A1 EP3517268A1 (de) 2019-07-31
EP3517268B1 true EP3517268B1 (de) 2022-10-19

Family

ID=56682045

Family Applications (2)

Application Number Title Priority Date Filing Date
EP19155066.4A Active EP3517268B1 (de) 2015-08-17 2016-08-11 Verlegeautomat
EP16183778.6A Active EP3165340B1 (de) 2015-08-17 2016-08-11 Abstützverfahren zur abstützung einer bewehrungskonstruktion

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP16183778.6A Active EP3165340B1 (de) 2015-08-17 2016-08-11 Abstützverfahren zur abstützung einer bewehrungskonstruktion

Country Status (7)

Country Link
EP (2) EP3517268B1 (es)
CN (1) CN106476134B (es)
AT (1) AT517094B1 (es)
DK (2) DK3517268T3 (es)
ES (2) ES2934348T3 (es)
HU (1) HUE060833T2 (es)
PL (2) PL3517268T3 (es)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019200401A1 (de) * 2019-01-15 2020-07-16 Herbert Wintersteiger Verfahren und Vorrichtung zur Positionierung von Betoneinbauelementen auf einer Schalungsunterlage, sowie Betoneinbauelement zur Verwendung in Kombination mit der Vorrichtung
DE102019125300A1 (de) * 2019-09-19 2021-03-25 Häussler Innovation GmbH Verfahren zur Bewehrung eines Stahlbetonbauteils
AT17865U1 (de) * 2020-11-25 2023-05-15 Progress Maschinen & Automation Ag Verfahren zur Berechnung von Produktionsparametern wenigstens einer Bewehrung
CN113021609B (zh) * 2021-03-11 2023-06-02 珠海筑享云科技有限公司 混凝土预制构件的生产装置
CN112976288B (zh) * 2021-04-14 2022-06-07 展鹏(福建)工贸有限公司 一种砖块自动生产线的生产方法
CN113232121B (zh) * 2021-05-27 2022-04-19 湖南德禹建设有限公司 一种智能台车流水线矩形渡槽平移系统及预制方法
CN113276268B (zh) * 2021-06-24 2022-06-07 广东省第十一建设有限公司 一种预制墙砖加工用保温层敷设装置
CN113894926B (zh) * 2021-08-20 2023-03-14 广东碧品居建筑工业化有限公司 一种钢筋网片置放及入模一体设备
CN113927733A (zh) * 2021-11-19 2022-01-14 上海世微智能科技有限公司 一种预制外墙板生产制备方法

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1449612A (fr) 1964-12-16 1966-05-06 Machine portative, à fonctionnement manuel, électrique ou autre pour poser, aligner, régler et niveler en surface tous carreaux et mosaïques
DE1918965A1 (de) * 1969-04-15 1970-11-12 Heinrich Geisel Anordnung und Vorrichtung zum Anordnen der Verankerungsoesen bei Kunststeineinfassungen
DE3420806A1 (de) * 1984-06-04 1985-12-05 Hugo 8831 Dollnstein Bittlmayer Verfahren zum bewehren von betonplatten sowie vorrichtung zur durchfuehrung des verfahrens
JPH062333B2 (ja) * 1987-05-21 1994-01-12 三菱マテリアル株式会社 プレストレストコンクリ−ト用マルチ型定着具の製造方法
DE3911514A1 (de) * 1989-04-08 1990-10-11 Fil Maschinenfabrik Franz Filz Einrichtung zur herstellung von bewehrungen von fuer bauzwecke vorgesehenen doppelwaenden
DE4031384C1 (es) * 1990-10-04 1992-01-30 Hugo 8831 Dollnstein De Bittlmayer
DE4135581A1 (de) * 1991-10-29 1993-05-06 Wiehofsky, Fritz, 8913 Schondorf, De Bauplatte und verfahren zu ihrer herstellung
DE19651933C1 (de) * 1996-12-14 1997-11-27 Ebawe Maschinenbau Gmbh Verfahren zum Einschalen von Betonfertigteil-Formen mit einem Schalungsroboter
AT411037B (de) * 2001-07-05 2003-09-25 Ebawe Anlagentechnik Gmbh Magnetsetzroboter
AT506747B1 (de) 2008-05-13 2011-01-15 Progress Maschinen & Automation Ag Verfahren zur herstellung von betonfertigbauelementen, bei dem die herstellung der bauelemente auf palettenformen erfolgt
ITUD20080189A1 (it) 2008-08-21 2010-02-22 Stefano Miani Apparecchiatura per la posa di piastrelle e/o elementi decorativi e relativo procedimento
CN203198053U (zh) * 2013-03-25 2013-09-18 马鞍山十七冶工程科技有限责任公司 轻质墙板内钢筋骨架的定位支撑架

Also Published As

Publication number Publication date
AT517094B1 (de) 2016-11-15
CN106476134B (zh) 2020-08-04
EP3165340B1 (de) 2019-10-02
PL3517268T3 (pl) 2023-02-27
EP3517268A1 (de) 2019-07-31
ES2934348T3 (es) 2023-02-21
EP3165340A3 (de) 2017-08-16
EP3165340A2 (de) 2017-05-10
CN106476134A (zh) 2017-03-08
PL3165340T3 (pl) 2020-03-31
DK3517268T3 (da) 2023-01-16
ES2764387T3 (es) 2020-06-03
AT517094A4 (de) 2016-11-15
DK3165340T3 (da) 2020-01-20
HUE060833T2 (hu) 2023-04-28

Similar Documents

Publication Publication Date Title
EP3517268B1 (de) Verlegeautomat
EP2119542B1 (de) Verfahren und Anlage zur Herstellung von Betonfertigbauelementen, wobei die Herstellung auf Palettenformen erfolgt.
EP2723544B1 (de) Turmfertigung
EP2119541B1 (de) Verfahren zu Herstellung von Betonfertigbauelementen auf Palettenformen, die nacheinander mehrere Stationen einer Fertigungsstrasse durchlaufen
EP2083977B1 (de) Schalungssystem zum betonieren von fertigteilen mit einer aussenschalung und einem schalungskern
AT516118A1 (de) Bewehrungselement sowie Verfahren zum Herstellen eines Bewehrungselementes
AT508324B1 (de) Automatische zuschneidanlage einer schalstation
EP2775063B1 (de) Verbindungsanordnung zur Bildung zweischaliger Betonfertigteile
WO2021052718A1 (de) Verfahren zur bewehrung eines stahlbetonbauteils
EP2246499B1 (de) Bewehrungselement
DE3540962C2 (es)
EP3683024A1 (de) Verfahren und vorrichtung zur positionierung von betoneinbauelementen auf einer schalungsunterlage, sowie betoneinbauelement zur verwendung in kombination mit der vorrichtung
EP3649305B1 (de) Verfahren zur herstellung einer betonschalung für ein bauteil und verwendung einer betonschalung
EP0507308B1 (de) Anlage zur Herstellung von armierten plattenförmigen Decken- und Wandelementen
WO2015051987A1 (de) Bewehrungsstahlstabmatte, verfahren zu ihrer herstellung und verfahren zu ihrer verlegung
DE3047650A1 (de) Verfahren und vorrichtung zum herstellen einer betonplatte
EP3191658B1 (de) Verfahren zum herstellen einer doppelwand
DE102017108898A1 (de) Vorrichtung und Verfahren zum Anheben oder Absenken eines Stützlagers
DE2322139C3 (de) Batterieform und Verfahren zum Herstellen von Betonplatten
AT510518B1 (de) Abhebevorrichtung für betonelemente
EP1892201A2 (de) Verfahren zum Umbau eines Regals eines Regallagers und entsprechendes Modul
EP1342847B1 (de) Bodenelement und Verfahren zur Herstellung eines Bodenbelages mit Hilfe von Bodenelementen
EP1121232B1 (de) Verfahren und Vorrichtung zur Herstellung von Wandelementen
DE2805016A1 (de) Verfahren und vorrichtung zur herstellung von stahlbetonbauteilen
DE202022105932U1 (de) Vorrichtung zur Halterung eines Ankers an einem Schalungselement

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

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

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

AC Divisional application: reference to earlier application

Ref document number: 3165340

Country of ref document: EP

Kind code of ref document: P

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

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: 20190805

RBV Designated contracting states (corrected)

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

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20210907

TPAC Observations filed by third parties

Free format text: ORIGINAL CODE: EPIDOSNTIPA

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

RIC1 Information provided on ipc code assigned before grant

Ipc: B28B 23/00 20060101ALI20220428BHEP

Ipc: E04C 5/20 20060101ALI20220428BHEP

Ipc: B28B 23/02 20060101ALI20220428BHEP

Ipc: B28B 17/00 20060101AFI20220428BHEP

INTG Intention to grant announced

Effective date: 20220518

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

AC Divisional application: reference to earlier application

Ref document number: 3165340

Country of ref document: EP

Kind code of ref document: P

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: 502016015367

Country of ref document: DE

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: 1525294

Country of ref document: AT

Kind code of ref document: T

Effective date: 20221115

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20230112

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2934348

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20230221

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230220

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: 20230119

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: 20221019

Ref country code: FI

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: 20221019

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E060833

Country of ref document: HU

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

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: 20221019

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: 20221019

Ref country code: IS

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: 20230219

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: 20221019

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: 20230120

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

Effective date: 20230513

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502016015367

Country of ref document: DE

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20221019

Ref country code: RO

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: 20221019

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: 20221019

Ref country code: CZ

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: 20221019

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

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20221019

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: 20221019

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

Ref country code: NL

Payment date: 20230726

Year of fee payment: 8

26N No opposition filed

Effective date: 20230720

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

Ref country code: IT

Payment date: 20230809

Year of fee payment: 8

Ref country code: AT

Payment date: 20230830

Year of fee payment: 8

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

Ref country code: SI

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: 20221019

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

Ref country code: SE

Payment date: 20230731

Year of fee payment: 8

Ref country code: PL

Payment date: 20230725

Year of fee payment: 8

Ref country code: FR

Payment date: 20230725

Year of fee payment: 8

Ref country code: DE

Payment date: 20230818

Year of fee payment: 8

Ref country code: BE

Payment date: 20230726

Year of fee payment: 8

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: 20221019

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20230831

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: 20221019

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: 20230811

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

Effective date: 20230811