EP0197844A1 - Anlage und Verfahren zum Herstellen von Eisenbetonelementen, insbesondere Platten oder Rohplatten aus Spannbeton - Google Patents

Anlage und Verfahren zum Herstellen von Eisenbetonelementen, insbesondere Platten oder Rohplatten aus Spannbeton Download PDF

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Publication number
EP0197844A1
EP0197844A1 EP86400655A EP86400655A EP0197844A1 EP 0197844 A1 EP0197844 A1 EP 0197844A1 EP 86400655 A EP86400655 A EP 86400655A EP 86400655 A EP86400655 A EP 86400655A EP 0197844 A1 EP0197844 A1 EP 0197844A1
Authority
EP
European Patent Office
Prior art keywords
installation according
concrete
manufacturing area
bench
elements
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.)
Granted
Application number
EP86400655A
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English (en)
French (fr)
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EP0197844B1 (de
Inventor
Michel Aerts
Raymond Biancone
Jean Eliche
Jean Richard
Jean-Louis Tron
Philippe Violle
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Recherche Et D'etudes Techniques Saret SA
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Recherche Et D'etudes Techniques Saret SA
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Priority to AT86400655T priority Critical patent/ATE57129T1/de
Publication of EP0197844A1 publication Critical patent/EP0197844A1/de
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Publication of EP0197844B1 publication Critical patent/EP0197844B1/de
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • B28B7/0014Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
    • B28B7/0017Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps for attaching mould walls on mould tables
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • B28B19/003Machines or methods for applying the material to surfaces to form a permanent layer thereon to insulating material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0029Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
    • B28B7/0032Moulding tables or similar mainly horizontal moulding surfaces
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S425/00Plastic article or earthenware shaping or treating: apparatus
    • Y10S425/106Chamber

Definitions

  • the present invention relates to an installation for manufacturing reinforced concrete elements, in particular slabs or pre-stressed concrete slabs.
  • It relates in particular to such an installation which comprises a bench comprising a manufacturing area of predetermined shape, as well as a molding apparatus capable of defining a set of molds whose base is formed by the manufacturing area and whose vertical contours are defined by walls attached to the manufacturing area.
  • Installations of this type are already known which are used in particular for the manufacture of elongated construction elements, such as beams, beams, posts, piles, etc., or plate-shaped construction elements, such as slabs or slabs.
  • the slabs are surface elements of reinforced or prestressed concrete, of small thickness, acting as lost formwork, which is used in particular for the manufacture of floors.
  • a pre-slab being placed in its final location within a building, it then receives a layer of concrete which, after hardening, forms with this pre-slab a resistant slab of greater thickness.
  • pre-slabs consists either of a fairground prefabrication, that is to say on site, of reinforced concrete plates, or of a pre-production of pre-stressed concrete pre-slabs in the factory.
  • large-sized elements can be produced, in particular elements at least 2.50 meters wide, making it possible to cross large spans.
  • each pre-slab constitutes a specific element which differs from the others in particular by its dimensions, by its frames and by the inserts and reservations which it must include.
  • One of the aims of the invention is to improve the manufacture of elements of reinforced or prestressed concrete, in particular slabs or pre-slabs of prestressed concrete, by automating as much as possible the various manufacturing operations, in particular the tracing operations.
  • the installation of the invention which belongs to the type indicated above, is essentially characterized by the fact that it includes memory means capable of storing construction information relating to the elements to be manufactured and relating at least to the geometry of these. therefrom, said memory means containing information concerning elements to be fabricated together to properly fill the preform - determined from the manufacturing area; and tracing means for materializing on the manufacturing area the locations of at least part of the attached walls so as to completely define each mold in correspondence with the information stored in memory about it.
  • the set of wheels comprises, in combination, edge rules constituting the external longitudinal walls of the molds, as well as intermediate rules and combs suitable for being disposed respectively in the longitudinal direction and the transverse direction of the bench at the locations materialized by the tracing means.
  • the molding apparatus further comprises means of distribution-vibration of the concrete in the molds, which are controlled from the memory means.
  • the comprerid installation for making the notching of the fresh concrete distributed by the distribution-vibration means of the concrete, a notching carriage movable along the bench and comprising a transverse beam, adjustable in height , on which a multiplicity of flexible teeth depend.
  • the installation comprises, in order to section the prestressing reinforcements, between the elements obtained after hardening of the concrete, an automatic chainsaw with a disc movable transversely relative to a self-propelled carriage movable along the bench .
  • the installation of the invention also lends itself to the manufacture of prestressed concrete elements comprising an insulating plate on the underside.
  • the invention comprises means for maintaining on the bottom of the manufacturing area longitudinal stapling profiles which will later be used for fixing the iso plate lante by means of staples crossing the thickness of the plate and coming to anchor in the profiles.
  • the tracing means are operative for tracing on a table, located in the extension of the manufacturing bench, the contour of an insulating plate and for then placing on the insulating plate deposited on the table along this contour, a sticks in selected places.
  • the invention relates to a method for the manufacture of reinforced concrete elements, in particular of slabs or pre-slabs made of prestressed concrete, which makes use of an installation as defined herein.
  • Such a method essentially comprises the operations consisting in storing in memory construction information relating to the elements to be manufactured and relating at least to the geometry thereof, by grouping the information relating to elements to be manufactured together in order to fill suitably the predetermined shape of the manufacturing area; to carry out tracings on the manufacturing area materializing the locations of at least part of the attached walls so as to completely define each mold in correspondence with the information stored in its memory, to set up the vertical contours of the molds, and pouring the concrete into the mold assembly.
  • the tracing operation can be carried out either before the installation of the reinforcements, or preferably after their installation and their tensioning.
  • the method also provides, after the concrete has hardened and the tension in the reinforcements has been relaxed, to shear the reinforcements in the intervals between the concrete elements, which enables the manufactured elements to be removed from the bench and stored for later use. .
  • the body of the bench shown in FIGS. 1 and 2 comprises at its ends, two buried solid masses in reinforced concrete 10 and 12 as well as stop masses 10 1 and 10 2 . Between these two blocks extends a ribbed slab 14 which supports the manufacturing area 16 and which compensates for the compression forces generated by the tension of the prestressing reinforcements and used for the manufacture of the construction elements.
  • the manufacturing area 16 comprises a deck formed by a set of thick metal plates which rests on a series of profiles 18 in I which extend parallel to each other and transversely to the length of the bench. These sections rest on the ribbed slab 14 by means of elastic studs (not shown).
  • the manufacturing area 16 defines a flat and horizontal surface of rectangular shape, the length of which can be of the order of 100 meters and the width of between 2.50 meters and 3 meters.
  • a heating device making it possible to accelerate the setting of the concrete after casting on the manufacturing area.
  • a steam heating comprising an inlet 20 and two outlets 22 for condensate discharge (lost steam).
  • the bench in Figures 1 and 2 also includes means for tensioning and / or releasing prestressing reinforcements.
  • a pit 24 provided behind the buried block 10 are arranged vertical metal profiles 26 which come to bear on a transverse profile 28.
  • Two jacks 30 for tensioning are articulated on the one hand to the profiles 26 and, on the other hand, to a traction trimmer 32.
  • a sealed anchoring device 34 is installed vertically in a pit 36 formed behind the block 12.
  • the device 34 is supported on a transverse section 38.
  • prestressing reinforcements 40 constituted by a set of parallel wires, one end of which is anchored in the device 34 and the other end of which is anchored in the header 32.
  • the bench also includes means for fitting the reinforcements 40.
  • the set of wires forming the reinforcements 40 is preferably produced in the form of a sheet which is prepared beforehand and which is placed on a rotary drum mounted on a carriage which can be moved along the bench . Thanks to such a device, it is possible to anchor the ply of wires first in the header 32, then in the anchoring device 34.
  • the main components of the bench which have just been described briefly above, that is to say the body of the bench, the manufacturing area, the heating device, the tensioning and / or relaxation means reinforcements, and the means for fitting the reinforcements, are already known and do not form part of the present invention.
  • FIGS. 3 and 4 relating more particularly to the tracing means of the invention.
  • the installation of the invention makes it possible to manufacture reinforced or prestressed concrete elements, for example slabs, on the manufacturing area 16, according to construction information relating to the elements to be manufactured.
  • This information relates at least to the geometry of the elements, that is to say their shapes, their dimensions and their thickness. They may include other additional information, for example relating to the order of handling and installation of elements on the site.
  • This various information is introduced into a file 42 which may relate, for example, to the pre-slabs to be manufactured for a client or for a given site.
  • a file 44 is provided in which the information relating to the pre-slabs to be manufactured is introduced, which are grouped by casting.
  • This file also contains information relating to the dimensions of the manufacturing area, in order to be able to manufacture a set of slabs during the same pouring on the manufacturing area.
  • Files 42 and 44 can be produced in particular by appropriate software on WANG-type hardware.
  • the information from files 42 and 44 is applied to a processing unit 46 which includes memory means suitable for storing said information.
  • This processing unit can be constituted for example by equipment of the APPLE II type.
  • the processing unit 46 is connected to a tracing member 48 and to a concrete vibration distribution member 50 by means of suitable connections, for example remote connections.
  • the driver 46 processing unit tracing means 48 so that they materialize on the manufacturing area 16, the locations of at least part of the walls which will be subsequently added onto the area of fa- br ication so to completely define each mold in correspondence with the information stored in memory.
  • the processing unit 46 also controls the member 50 to subsequently distribute the concrete in the molds according to their geometry.
  • processing unit 46 can also be used to control a drawing machine 52 capable of establishing the plans of the slabs on paper.
  • the processing unit 46 is arranged to constitute, from the raw file 42 of the slabs to be manufactured, defining their respective shapes, the file 44 of the elements which will be grouped together to be manufactured together, during the same casting, taking into account of the rectangular shape of the manufacturing area. For this, one can use any known software capable of ensuring a form filling.
  • the tracing member 48 is shown more particularly in FIG. 4. It comprises a self-propelled gantry that can be moved over the entire length of the bench on rails 54 arranged on either side of the manufacturing area 16, and secured of it. These rails are arranged in the immediate vicinity of the banks 16 1 and 16 2 of the bench.
  • the gantry includes a transverse and horizontal beam 56, a nozzle-carrying carriage 58 movable along this beam by means of a shaft 57 parallel to the beam and a reciprocating cable 59.
  • the gantry further comprises a spray nozzle 60 carried by the carriage, and a programmable automaton 62 connected to the memory means of the unit 46.
  • the nozzle 60 is connected to a reservoir 61 of tracing liquid carried by the carriage 48, by the intermediate of a flexible pipe 63.
  • a solenoid valve 65 connected to the controller 62 by a flexible electrical conduit 67.
  • the controller 62 which can be a MERLIN-G E R IN controller, is capable of controlling the movement of the gantry on the rails 54 and the movement of the carriage 58 along the beam 56, as well as the operation (on and off ) of the solenoid valve 65 for controlling the nozzle 60.
  • the nozzle 60 is thus displaceable according to a system with orthogonal axes to materialize on the manufacturing area 16 the locations of at least part of the mold walls to be attached.
  • the aforementioned tracing means are operative to project, by means of the nozzle 60, a tracing liquid in the direction of the bottom of the manufacturing area 16 on which have already been put in place prestressing reinforcements 40.
  • the tracing member 48 can be used both before the fitting of the reinforcements 40 and after the fitting of the latter.
  • the liquid used by the tracing member 48 may be a mixture of pasty white for the ceiling, water and soluble oil.
  • a mixture has the following advantages: it is inexpensive, easy to use (flows by gravity), it does not dry in the paint mixture, it does not mark the decking of the manufacturing area or the undersides of the slabs, and it leaves a fine and uniform line even in the presence of mold release oil on the manufacturing area.
  • the tracing member 48 can be controlled to materialize, on the manufacturing area 16, the locations of at least part of the attached walls for the manufacture of different slabs.
  • the tracing member 48 is not programmed to trace the longitudinal edges 70 and 72 of the manufacturing area 16, the latter being in fact materialized by rules as described below with reference to FIGS. 6 and 7.
  • the invention also provides that the automaton 62 is programmed to draw marker symbols for the location of reservations, for example 74 1 and 74 2 , of electrical pads, for example 76 and 76 2 , etc.
  • the location of a rectangular reservation, for example 74 1 does not need to be traced com quite. It suffices to materialize only two adjacent sides of the rectangle.
  • an edge rule 76 disposed along an edge 70 or 72 comprises a series of profiles 78, of limited length, for example 3 meters long, arranged one after the other. .
  • Each section 78, of square section is connected by connecting arms 80 to hinges 82 placed outside the edges 70 respectively 72 of the manufacturing area.
  • Each profile can pivot between, on the one hand, a closed position (shown in solid lines) where one of the longitudinal faces of the profile rests horizontally on a chamfered flat profile 84 and, on the other hand, an open position (shown in broken lines) where the profile 78 is pivoted outward relative to the manufacturing area.
  • the profile 84 is welded, from place to place, by plug welds 86 on the metal deck constituting the manufacturing area 16.
  • the hinges 82 are connected to the profiles 84 by connecting rods 88.
  • the profile 78 defines a vertical face 90 forming a molding wall for the subsequent casting of a pre-slab 92 which will have a chamfer in correspondence with the profile 84.
  • the profiles 78 are pivoted between their two extreme positions manually.
  • Attachment pieces 93 are also provided from place to place on the two lateral edges of the manufacturing bench for the anchoring of C-shaped locking pieces 95 suitable for blocking the profiles 78 on the profiles 84.
  • Each piece 95 has a branch 95 1 endowed with a heel 95 2 and suitable for being engaged under a piece 93 by bearing on the decking of the manufacturing area 16, and a branch 95 3 parallel to the branch 951 and provided with a spout 95 4 suitable for come to rest on the top of the profile 78.
  • the parts 95 are locked in position by applying a hammer blow in the direction of arrow F.
  • the profile 78 of the edge rule 76 has a removable riser 94 for molding elements, in particular of slabs, 96, of great thickness.
  • This extension comprises a plate 98 which, in the closed position, extends the internal vertical face 90 of the profile upwards and inwards of the manufacturing area.
  • the plate 98 is connected to a base 100 by triangular gussets 102.
  • the base 100 is suitable for being locked on the upper horizontal face of the profile 78 by means of a clamping wedge 104 interposed between the base and a console 106 integral with the profile 78.
  • the wedge 104 slides inside a stirrup 108, in the shape of an inverted U, the ends of the branches of which are welded to the top of the base 200.
  • the wedge 104 has a straight lower flank 110 adapted to rest on the top of the base 100 and a rectilinear upper flank 112 forming an angle of slight slope with the flank 110.
  • the flank 112 is suitable for engaging under a flange 114 of the console 106.
  • the pro spun rests on the decking of the manufacturing area 16 by an inclined part 106 1 of the console 106.
  • Figure 9 shows an intermediate rule 116 and a removable riser 118 suitable for covering the top of this rule to allow the molding of elements of greater thickness.
  • the rule 116 can be arranged for example at location 66 illustrated in FIG. 5.
  • This rule comprises two parallel plates 118 1 and 118 2 connected by their opposite faces by two superimposed U profiles 120 1 and 120 2 .
  • the extension 118 comprises two parallel plates 124 1 and 124 2 joined together by a section 126 of square section. Spacing members 128 are arranged from place to place under the profile 126.
  • FIG. 10 shows a press 130 intended to hold an intermediate rule 116 in abutment on the bottom of the manufacturing area 16.
  • the press 130 comprises a transverse beam 132 extending over part of the width of the manufacturing area 16 and terminated at one end 132 1 by a vertical foot 134 suitable for bearing by its base 136 on a vertical plate 138 provided on one of the banks of the manufacturing bench.
  • the other end 132 2 of the beam 132 is cantilevered above the manufacturing area 16.
  • the press 130 also includes a hooking member 140 which is fixedly mounted on the beam 132.
  • This member of attachment comprises two elements 142 and 144 joined at one of their ends by forming a V.
  • the element 144 has a hook 146 suitable for anchoring in a ring 148 forming part of a series of rings arranged from place to place along the bench, outside the manufacturing area 16.
  • the press 130 further comprises at least one screw jack 150 mounted on a sleeve 152 suitable for sliding along the beam 132.
  • the jack 150 which is arranged vertically comprises, at its lower part, a block 154 capable of coming to bear on the top of the rule 116 and, at its upper end, an operating member 156.
  • the rings 148 are integral with profiles 158, in the shape of an inverted U, which serve to support both a plate 138 and the decking of the manufacturing area 16.
  • the comb 160 shown in FIGS. 11 and 12 is part of the mold assembly and is intended to be placed transversely on the manufacturing area 16 at a location, such as 68, shown in FIG. 5.
  • This comb comprises a profile in inverted U whose two branches form undercut walls to facilitate the removal of the comb after hardening of the concrete poured on the manufacturing area.
  • the two branches 162 and 164 are provided with elongated vertical facing slots, respectively 166 1 , 166 2 , ... and 168 1 , 168 2 , ... for the passage of prestressing reinforcing wires 40 1 , 40 2 , ... the interval between two adjacent vertical slots corresponding to the interval "i" between two adjacent prestressing wires.
  • the profile further comprises two handles 170 to allow its handling.
  • the comb further comprises two blocking members 172 1 and 172 2 constituted by an eccentric member or spacer respectively 174 1 and 174 2 whose rotation is controlled by a lever respectively 176 1 and 176 2 .
  • the displacement of each of the joysticks is limited by two stops respectively 178 1 and 180 1 , and 178 2 and 180 2 .
  • the blocking member 172 1 is shown in a non-operating position in which the lever 176 1 is supported on the stop 178 1 and the member 174 1 , of elongated shape, is parallel to the direction of the prestressing wires.
  • the member 172 2 is shown in the blocking operating position in which the lever 176 2 is supported on the stop 180 2 and the member 174 2 is substantially perpendicular to the direction of the prestressing wires. It thus exerts a spreading action on the two wires 40 3 and 40 4 .
  • the comb 160 is held at each end by an assembly 181 comprising a tie rod 181 1 , one end of which 181 2 is curved and suitable for hanging behind a sloping sloping plate 183 provided over the entire length of the bench and on each side thereof.
  • the other end 181 3 of the tie rod is articulated to a link 181 4 , itself hinged to a lever 181 5 .
  • the latter is articulated by an axis 181 6 on a support 1817 itself fixed on the upper part of the comb.
  • the comb 160 is locked in position by operating the two levers as shown by the arrow H.
  • the concrete distribution-vibration member 50 shown in FIGS. 14 and 15 comprises a bucket 182 supported by a self-propelled carriage 184 movable along the bench.
  • the bucket 182 is provided with a rotary volume distributor 186 suitable for distributing the concrete over the entire width of the manufacturing area and a series of distribution flaps 188 1 , 188 2 , ..., each actuated independently by a jack. 1901, 190 2 , ... to distribute the concrete selectively over the width of the bench.
  • the member 50 is provided with weight sensors 192 1 , 192 2 , ... interposed between the bucket and the self-propelled carriage.
  • the member 50 is functionally connected to the processing unit 46 of the installation in order to take into account the information relating to the slabs, in particular as regards their geometry.
  • the processing unit also takes into account the density of the concrete, as input data, which can vary from one factory to another.
  • the chassis of the carriage 184 also supports, in a manner known per se, a retractable rotary brush 195 suitable for cleaning the manufacturing area, and a spray boom for demolding oil (not shown).
  • the upper surface of the slabs must be made rough to facilitate the subsequent attachment of a layer of concrete quisera.coulée on site on the pre-slab already manufactured.
  • the present invention recommends using a notching carriage 196 which can be moved along the bench, as shown in FIG. 16.
  • This carriage comprises two vertical uprights 198 on which respectively slide two vertical uprights 200 which are joined together at their upper parts by a transverse beam 202.
  • This beam and the uprights 200 are adjustable in height by means of at least one lever 204. From the beam 202 depend a multiplicity of teeth 206 which come to bear on a transverse bed base 208.
  • the teeth 206 are flexible and each formed, for example, from a section of concrete iron. They can be adjusted in height using the levers 204 according to the desired notching depth.
  • an automatic chainsaw 210 After the concrete has hardened and the tension exerted on the prestressing reinforcements has been relaxed, the latter are sectioned by an automatic chainsaw 210, as shown in FIG. 17.
  • the chainsaw can be moved transversely on a beam 212 forming part of an auto carriage -motor 214 movable along the bench.
  • the chainsaw 210 comprises an abrasive disc 216 driven by a motor 218. This chainsaw can also be moved vertically, either downwards (plunge movement) or upwards (lift movement).
  • the carriage 210 comprises, placed in front of the disc 216 at a distance corresponding substantially to half of the interval "1" between two successive elements (predales) 220 and 222, a photoelectric detection assembly comprising an emitter E and a detector D.
  • This assembly is suitable for controlling the stopping of the carriage and the start-up of the chainsaw when the assembly detects the end of a pre-slab, for example pre-slab 220.
  • the chainsaw ensures the sectioning of the reinforcing wires 40 in a sectioning direction which is located midway between the slabs 220 and 222 (FIG. 18).
  • the chainsaw 210 further comprises means for resetting the cutting depth to take account of the wear of the disc 216.
  • These means comprise two detectors 224 and 226 placed at different levels above the manufacturing area 16.
  • Figure 19 shows, from left to right, three different situations, respectively.
  • the disc 216 is set too high; in the second situation, the disc 216 is located at an intermediate level between the two detectors and, in the last situation, the disc is at a level that is too low, that is to say below the level of the two detectors 224 and 226.
  • the carriage 210 is placed in the vertical position of the prestressing wires 40, near from a bank, then the saw plunges a constant value measured by a number of turns of a ball screw. The cutting can then begin.
  • the installation of the invention lends itself particularly well to the production of prestressed concrete elements, in particular slabs, comprising an insulating plate on the underside.
  • the invention makes it possible to avoid such a drawback thanks to the fact that the concrete elements are poured in a normal manner on the manufacturing area and are then subjected to an insulating plate on the underside, and this on another station. of the installation.
  • means are provided for holding stapling profiles 228 on the bottom of the manufacturing area 16, in the longitudinal direction of the bench (FIG. 20). These profiles will later be used to fix an insulating plate by means of clips crossing the thickness of the plate and coming to anchor in the longitudinal profiles on the underside of the concrete element.
  • the profile 228 has a bottom wall 230, pierced by the staples, and which is arranged flat on the bottom of the manufacturing area 16.
  • the profile further comprises two wings 232 and 234 which project upwards from the bottom wall 230, while moving away from one another. These two wings are then folded back towards each other, forming a V-shaped profile, the point of which is directed towards the bottom wall.
  • the external sides 236 and 238 of the V-shaped profile are adapted to separate the two initially parallel branches of a clip introduced by force through the bottom wall.
  • the means for holding the profile 228 consist of shims 240 interposed between the profile and a wire 40 of prestressing armature ( Figure 20).
  • a wedge has the profile of a split ring, provided with a central opening 242 capable of being clipped around a wire 40, and is provided with radial extensions 244 and 246 capable of coming to bear on the internal sides of the part in V above.
  • a number of stapling profiles 228 are placed on the bottom of the manufacturing area at regular intervals and each profile is then held by means of several wedges 240.
  • a pre-slab 248 thus obtained is then placed on a stapling bench comprising a table suitable for successively receiving an insulating plate 250 and the concrete element 248 (FIG. 21).
  • Staples 252 are then force-fitted, vertically and from bottom to top, through the plate 250 and through the bottom wall 230 of a profile 228.
  • the two branches 254 and 256 of the clip thus pierce this bottom wall and are then deflected by the external sides 236 and 238 of the profile 228.
  • the clips 252 are thus retained by the profile and cannot be released from the latter due to the spacing of the two branches.
  • the installation comprises, following the manufacturing area 16, a stapling bench 258 described with reference to FIGS. 22 to 25.
  • the bench 258 comprises a frame formed by a number of feet 260 which support a table horizontal formed by five parallel sections 262 1 , ..., 262 5 , suitable for successively receiving an insulating plate 250 and a concrete element, for example a pre-slab 248 coming from the manufacturing area and incorporating sections of stapling as described above.
  • the stapling bench 258 also includes a movable carriage 264, movable longitudinally between the legs -260 and under the table of the bench.
  • This carriage 264 supports four staplers 266 1 , 266 2 , 266 3 and 266 4 each movable in the corridor formed between two adjacent sections forming the table of the bench.
  • the distance between the different staplers strictly corresponds to the distance between the profiles previously embedded in the pre-slab 248.
  • These staplers are advantageously pneumatic staplers controlled from a pressure source 268 carried by the carriage 264.
  • the staplers introduce, from place to place, through the insulating plate 250, staples 252 which will be housed in the different profiles 228, according to the principle described above with reference in Figure 20.
  • an adjustable stop beam 270 forming a reference support.
  • This stop beam which extends horizontally in the longitudinal direction of the table is adjustable in position_with a flywheel 272 and a locking handle 274.
  • the bench also supports a saw 280 movable longitudinally on the bench and suitable for cutting the insulating plate according to the desired width.
  • the saw 280 comprises a bracket 282 movable along the bench and a saw block 284 adjustable horizontally in position relative to the bracket. This saw block supports a circular saw 286 arranged vertically and in the longitudinal direction of the stapling bench.
  • the tracing means described above are used to materialize on a table, generally situated in the extension of the production bench, the contours of the concrete elements, in particular of the slabs, in front receive an insulating plate.
  • the table plate iso-ing the standard dimensions (eg 2.50 meters by 0.50 meters) or cut to match the expected size of the floor slabs.
  • the tracing member is then piloted to deposit glue, either in the form of a continuous net, or in the form of studs, at locations determined according to a defined program.
  • the carriage 58 of the member 48 shown in Figure 4 will advantageously include another nozzle provided specifically for spraying the glue.
  • the adhesive Once the adhesive has been deposited on the insulation plate, it is then centered and placed, for example by means of a traveling crane, the pre-slab on the insulation plates already glued.
  • the natural pressure due to the self-weight of the pre-slab ensures the tightening of the adhesive.
  • the installation as described above makes it possible to carry out the following sequence of operations: setting up and then tensioning the prestressing reinforcements; tracing of the locations of the walls from molds; installation of the vertical contours of the molds as well as any reservations; distribution and vibration of concrete in molds; notching of concrete still fresh; heating of the bench to harden the concrete; loosening of the tension of the reinforcements; shearing of reinforcements in the intervals between the cast elements; and possible installation of insulating plates on the underside of the elements.
  • the tracing can be carried out before the reinforcement is tensioned.
  • the central unit can be used to manage the stock of manufactured elements, that is to say to schedule the elements according to each site or each customer and the sequence of use of the elements.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Panels For Use In Building Construction (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
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EP86400655A 1985-04-01 1986-03-26 Anlage und Verfahren zum Herstellen von Eisenbetonelementen, insbesondere Platten oder Rohplatten aus Spannbeton Expired - Lifetime EP0197844B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86400655T ATE57129T1 (de) 1985-04-01 1986-03-26 Anlage und verfahren zum herstellen von eisenbetonelementen, insbesondere platten oder rohplatten aus spannbeton.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8504947 1985-04-01
FR8504947A FR2579512B1 (fr) 1985-04-01 1985-04-01 Installation de procede pour la fabrication d'elements en beton arme, notamment de dalles ou predalles en beton precontraint

Publications (2)

Publication Number Publication Date
EP0197844A1 true EP0197844A1 (de) 1986-10-15
EP0197844B1 EP0197844B1 (de) 1990-10-03

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EP86400655A Expired - Lifetime EP0197844B1 (de) 1985-04-01 1986-03-26 Anlage und Verfahren zum Herstellen von Eisenbetonelementen, insbesondere Platten oder Rohplatten aus Spannbeton

Country Status (7)

Country Link
US (1) US4738605A (de)
EP (1) EP0197844B1 (de)
AT (1) ATE57129T1 (de)
DE (1) DE3674618D1 (de)
FR (1) FR2579512B1 (de)
MX (1) MX165122B (de)
SU (1) SU1831426A3 (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0530504A1 (de) * 1991-09-04 1993-03-10 WECKENMANN ANLAGENTECHNIK GmbH Verfahren und Einrichtung zur Herstellung von Betonteilen
EP0684340A1 (de) 1994-05-27 1995-11-29 COMPOSANTS TARNAIS BETON S.A., Société Anonyme Herstellungsverfahren für aus einer zusammengesetzten Platte ausgeschnittene Belagselemente und Belagselement
EP0809738A1 (de) * 1995-02-17 1997-12-03 Panelcrete Pty. Limited Gerät und verfahren zur herstellung von gussplatten
EP2119542A2 (de) * 2008-05-13 2009-11-18 Progress Maschinen & Automation AG Verfahren zu Herstellung von Betonfertigbauelementen, bei dem die Herstellung auf Palettenformen erfolgt
EP2119541A3 (de) * 2008-05-13 2010-11-10 Progress Maschinen & Automation AG Verfahren zu Herstellung von Betonfertigbauelementen auf Palettenformen, die nacheinander mehrere Stationen einer Fertigungsstrasse durchlaufen

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WO1990000647A1 (de) * 1988-07-14 1990-01-25 Wayss & Freytag Aktiengesellschaft Verfahren zur herstellung von weichenschwellen aus beton
US5431865A (en) * 1992-10-05 1995-07-11 The Plastic Forming Company, Inc. Flame trimming apparatus and method
US5618904A (en) * 1993-12-29 1997-04-08 Essex Specialty Products Inc. Polyurethane hot melt adhesive
US5901270A (en) * 1996-09-12 1999-05-04 The Plastic Forming Company, Inc. Apparatus for hot fluid trimming of plastic molded articles
RU2293652C1 (ru) * 2005-05-31 2007-02-20 Николай Павлович Селиванов Универсальная технологическая линия для изготовления предварительно напряженных строительных конструкций, строительная конструкция и плита перекрытия, изготовленные на этой технологической линии
US8083510B2 (en) * 2006-09-14 2011-12-27 Fabcon, Inc. Concrete finishing machine
MY160051A (en) * 2009-04-17 2017-02-15 Nakata Coating Co Ltd Airbag rupturing groove forming apparatus, and vehicular interior member manufacturing method
NL2004438C2 (nl) 2010-03-19 2011-09-20 Tech Advies En Ontwikkelingsbureau Kuipers B V Inrichting voor het produceren van betonnen elementen voorzien van wapening.
US8668859B2 (en) * 2010-08-18 2014-03-11 Makerbot Industries, Llc Automated 3D build processes
US8562324B2 (en) 2010-08-18 2013-10-22 Makerbot Industries, Llc Networked three-dimensional printing
US8808604B2 (en) * 2012-08-21 2014-08-19 Pu Song Won Concrete pole and manufacturing method therefor
CN106466882B (zh) * 2016-08-23 2019-02-01 山东高速轨道设备材料有限公司 先张法预应力混凝土轨道板机组流水线自动化制造技术
WO2021190747A1 (en) * 2020-03-25 2021-09-30 B.T. Innovation Gmbh Formwork apparatus
CN116001080B (zh) * 2023-02-20 2023-09-08 连云港先至远大建筑工业有限公司 一种具有自动化质检功能预制pc构件生产装置与方法

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DE1683786A1 (de) * 1967-12-11 1971-03-11 Birkenmaier Max Einrichtung fuer die Reihenfertigung vorgespannter Bauteile aus einer erhaertungsfaehigen Masse und Verfahren zu ihrem Betrieb
FR2078954A5 (de) * 1970-02-24 1971-11-05 Remy Fried Nachfolger
FR2093740A5 (de) * 1970-05-26 1972-01-28 Go Con Concrete Ltd
FR2172506A5 (de) * 1972-02-15 1973-09-28 Saret
US3810726A (en) * 1972-05-05 1974-05-14 G Bjorhaag Plant for manufacturing reinforced concrete elements, preferably in the shape of a case
DE2731230B1 (de) * 1977-07-11 1978-06-15 Werner Spreng Maschinen U Werk Numerisch gesteuerte Flachglas-Schneidemaschine
DE2832295A1 (de) * 1978-07-22 1980-01-31 Heinz Dennert Formtisch fuer betonfertigplatten
FR2437918A1 (fr) * 1978-10-02 1980-04-30 Span Deck Inc Machine a couler le beton a lit transformable

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FR2152604B1 (de) * 1972-09-01 1974-08-19 Saret
SU493359A1 (ru) * 1974-04-19 1975-11-28 Проектно-Конструкторское Бюро Министерства Сельского Строительства Бсср Форма дл изготовлени железобетонных изделий
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OA06092A (fr) * 1978-03-30 1981-06-30 Saret Perfectionnements à un procédé et une installation de fabrication d'éléments en béton armé, notamment en béton précontraint.
US4524886A (en) * 1982-01-28 1985-06-25 K-Tron International, Inc. Apparatus and method for improving the accuracy of a loss-in-weight feeding system
GB2142257B (en) * 1983-07-02 1986-11-26 Gen Motors Overseas Adhesive application apparatus
US4584964A (en) * 1983-12-12 1986-04-29 Engel Harold J Viscous material dispensing machine having programmed positioning
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DE1683786A1 (de) * 1967-12-11 1971-03-11 Birkenmaier Max Einrichtung fuer die Reihenfertigung vorgespannter Bauteile aus einer erhaertungsfaehigen Masse und Verfahren zu ihrem Betrieb
FR2078954A5 (de) * 1970-02-24 1971-11-05 Remy Fried Nachfolger
FR2093740A5 (de) * 1970-05-26 1972-01-28 Go Con Concrete Ltd
FR2172506A5 (de) * 1972-02-15 1973-09-28 Saret
US3810726A (en) * 1972-05-05 1974-05-14 G Bjorhaag Plant for manufacturing reinforced concrete elements, preferably in the shape of a case
DE2731230B1 (de) * 1977-07-11 1978-06-15 Werner Spreng Maschinen U Werk Numerisch gesteuerte Flachglas-Schneidemaschine
DE2832295A1 (de) * 1978-07-22 1980-01-31 Heinz Dennert Formtisch fuer betonfertigplatten
FR2437918A1 (fr) * 1978-10-02 1980-04-30 Span Deck Inc Machine a couler le beton a lit transformable

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0530504A1 (de) * 1991-09-04 1993-03-10 WECKENMANN ANLAGENTECHNIK GmbH Verfahren und Einrichtung zur Herstellung von Betonteilen
EP0684340A1 (de) 1994-05-27 1995-11-29 COMPOSANTS TARNAIS BETON S.A., Société Anonyme Herstellungsverfahren für aus einer zusammengesetzten Platte ausgeschnittene Belagselemente und Belagselement
FR2720416A1 (fr) * 1994-05-27 1995-12-01 Composants Tarnais Beton Sa Procédé de fabrication d'éléments de revêtement découpés dans une dalle composite et élément de revêtement obtenu.
EP0809738A1 (de) * 1995-02-17 1997-12-03 Panelcrete Pty. Limited Gerät und verfahren zur herstellung von gussplatten
EP0809738A4 (de) * 1995-02-17 1998-05-27 Panelcrete Pty Limited Gerät und verfahren zur herstellung von gussplatten
EP2119542A2 (de) * 2008-05-13 2009-11-18 Progress Maschinen & Automation AG Verfahren zu Herstellung von Betonfertigbauelementen, bei dem die Herstellung auf Palettenformen erfolgt
EP2119541A3 (de) * 2008-05-13 2010-11-10 Progress Maschinen & Automation AG Verfahren zu Herstellung von Betonfertigbauelementen auf Palettenformen, die nacheinander mehrere Stationen einer Fertigungsstrasse durchlaufen
EP2119542A3 (de) * 2008-05-13 2010-11-10 Progress Maschinen & Automation AG Verfahren zu Herstellung von Betonfertigbauelementen, bei dem die Herstellung auf Palettenformen erfolgt

Also Published As

Publication number Publication date
US4738605A (en) 1988-04-19
ATE57129T1 (de) 1990-10-15
EP0197844B1 (de) 1990-10-03
FR2579512A1 (fr) 1986-10-03
FR2579512B1 (fr) 1987-06-19
SU1831426A3 (en) 1993-07-30
DE3674618D1 (de) 1990-11-08
MX165122B (es) 1992-10-28

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