EP1605101B1 - Procédé et dispositif pour la fabrication d'un panneau multicouche en béton - Google Patents

Procédé et dispositif pour la fabrication d'un panneau multicouche en béton Download PDF

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Publication number
EP1605101B1
EP1605101B1 EP05012379A EP05012379A EP1605101B1 EP 1605101 B1 EP1605101 B1 EP 1605101B1 EP 05012379 A EP05012379 A EP 05012379A EP 05012379 A EP05012379 A EP 05012379A EP 1605101 B1 EP1605101 B1 EP 1605101B1
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EP
European Patent Office
Prior art keywords
profile
rib
wall plate
preformer
pounder
Prior art date
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Application number
EP05012379A
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German (de)
English (en)
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EP1605101A1 (fr
Inventor
Wulf Thielhorn
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Eudur-Bau & Co KG GmbH
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Eudur-Bau & Co KG GmbH
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Priority claimed from DE200410027928 external-priority patent/DE102004027928A1/de
Application filed by Eudur-Bau & Co KG GmbH filed Critical Eudur-Bau & Co KG GmbH
Priority to SI200530888T priority Critical patent/SI1605101T1/sl
Priority to PL05012379T priority patent/PL1605101T3/pl
Publication of EP1605101A1 publication Critical patent/EP1605101A1/fr
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Publication of EP1605101B1 publication Critical patent/EP1605101B1/fr
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0029—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement with porous surfaces, e.g. concrete with porous fillers
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/14—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
    • B28B1/16—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted for producing layered articles
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/29—Producing shaped prefabricated articles from the material by profiling or strickling the material in open moulds or on moulding surfaces

Definitions

  • the invention relates to a method and an apparatus for producing a multilayer concrete slab with a profiled surface, such as noise barriers or the like.
  • a concrete slab takes over the supporting function. Moreover, in these noise barriers then on the load-bearing concrete slab a layer of cellular concrete such. B. made of expanded slate, wood concrete, foam glass or expanded clay concrete or the like, which is additionally provided with ribs to reduce the sound reflection.
  • the desired wall element size is designed with the required rib structure in the precast plant on the production table.
  • rib structures are usually poured in advance in a separately prepared original form of elastic plastic (eg., Polyurethane).
  • a separately prepared original form of elastic plastic eg., Polyurethane
  • the Strukturmatrize is glued and adjusted on the underbody designed for this purpose by means of a special adhesive. This is necessary so that when stripping the next day the Strukturmatrize does not stick to the finished concrete element, but remains on the production table.
  • production can start on the production table.
  • the structural matrix is cleaned and wetted with a sprayer with a special release agent to ensure adhesion-free stripping after hardening.
  • an aerated concrete mixture is then introduced and then drawn off by means of a puller to the required compression height.
  • a vibrating rammer is guided over the surface to be compacted by lifting and lowering the device.
  • 0.07 to 0.08 m 2 of surface area are compressed per cycle.
  • the required material height is checked, corrected if necessary and then recompressed again.
  • the reinforcement is inserted and the mold filled with concrete, compacted and stripped.
  • the wall plate form is horizontal in its main plane and upwards, so with one of the large-area sides, open, filling, distribution and compression of the material and the lateral support of the formwork is easy and fast, especially if the sound-absorbing material such the aerated concrete is a curable and pourable before curing or flowable material.
  • the degree of deformation in each individual step is relatively low, so that this procedure can also be carried out in the case of a material which is only fluidly flowable, such as aerated concrete.
  • the force required for the profiling is much lower than by immersing a negative -Profil réelle in the outside of the aerated concrete.
  • pure immersion would only bring about the desired success if the material were free-flowing enough to bulge and form the ribs of the profiling by displacement and flow along the flanks upwards, which is the fluidity of the sound-absorbing materials used here usually no longer possible.
  • the Preforms already limited the height of the resulting ribs by a stop. Subsequently, a rib rammer appears in the preformed grooves for final profiling, the stamp surface has the negative mold to the desired final profile shape of the outside of the facing shell.
  • the final profiling by means of the Rippenstampfers is preferably carried out in two stages, by first immersing only the elevations of Rippenstampfers in the preformed channels, whereby the material is pushed further in between the ribs of the profiling. In this position, the ridges of the Rippenstampfers remain and the floors between the surveys are then pressed onto the upper ends of the ribs of the profile of the wall plate.
  • This procedure is carried out in each case for a partial area of the wall panel which comprises a plurality of grooves or ribs, but divided into sections over the entire length of the panel.
  • a section that extends over the entire length of a rib is not processed at once, but in turn subdivided into subsections, which are processed one after the other, wherein each subsection is finally profiled first by means of the preformer and then by means of the Rippenstampfers.
  • the machining can optionally be continued progressively in both extension directions of the profiling; in only one direction of extent, this is preferably simultaneously the direction of advancement.
  • the successively machined subsections or sections overlap each slightly in the direction of progress, in the direction transverse to the direction of the profiling by a profile.
  • the approach of the next working position ie the change from one to the next to be processed subsection or section is preferably effected automatically by the control of the machine.
  • the direction of the profiles especially the Rippenstampfer can protrude with its final profile shape on the outer dimensions of the wall plate shape and in there along the outer edge of the mold extending profiles, usually mounted in the form of sheet metal crests dive through Form fit allow an exact positioning of the working unit.
  • Preformer and Rippenstampfer are preferably moved together along the work surface and thus the wall plate design and each subsection is immediately after each other first by the preform and then processed by Rippenstampfer, preferably by only one time immersing or placing on the attachment shell.
  • wall panels to be provided on both sides with a facing shell of sound absorbing material having a profiled surface can be made in two ways:
  • a load-bearing wall panel made of solid concrete and applied to it and profiled an attachment shell made of sound-absorbing material.
  • this plate is removed from the mold, turned 180 ° and stored with the already completed facing shell down again in the form, so that again applied to the now accessible second outside of the concrete slab a layer of sound-absorbing material , compacted and profiled.
  • a whole area of a textured die is inserted, which has the negative shape of the profiling of the facing shell. Subsequently, the first facing shell, the wall plate of solid concrete and then the second facing shell can be successively applied in layers one above the other and without curing time in between layers and the latter last profiled.
  • This procedure is time-saving and cost-effective with the help of a machine in which above a work table, which has a function as a wall plate form by means of a peripheral edge, on top of a support frame, a processing unit is arranged, which has in particular a preformer and a finishing rammer, which at least in vertical direction can be moved.
  • the sound-absorbing material is applied and evenly distributed and then compacted and profiled by means of the preformer and then the Rippenstampfers.
  • the flat, horizontal manufacturing table is the wall plate shape by on the production table - according to the desired dimensions of the wall plate - towering upstanding, so in the most square wall panels four standing in the square to each other, adjoining, boundary strips rise up the height Puller can serve and thus determine the thickness of the wall plate.
  • the surface of the wall plate can be processed in sections, first by the preformer and then the Rippenstampfer preferably one and the same Partial surface, so a portion or subsection of the top, acts.
  • preformers and rip rammers are suspended on one or a common intermediate frame, relative to which they are lowered by means of a vertical drive, while the intermediate frame in the horizontal relative to the production table is movable so that these working elements can reach each area of the work table.
  • the same partial surface can be produced by only a minor method, eg. B. the common intermediate frame in a row first by the preformer and then processed by the Rippenstampfer.
  • the stamp plates of the two working elements are also the same size.
  • the rib rammer is equipped on its downwardly facing contact side with a profiling that corresponds to the negative shape of the desired later profiling on the top of the plate.
  • the preformer is equipped with pairs of male connectors which project transversely of the main plane of the die plate therefrom and have a height approximately equal to the depth of the grooves of the later profiling, and with their edge inclination, but with each pair approaching each other downwards Male connectors is closer together than the subsequent groove profiling.
  • the preformer in addition to the vertical drive relative to the intermediate frame, has a pendulum drive for horizontal movement, preferably a reciprocating motion between two stops formed on the preformer.
  • the vertical drive - both the preformer and the Rippenstampfers - relative to the intermediate frame carrying them comprises one or more hydraulic cylinders for pressing the stamp plate down on the surface of the cellular concrete.
  • the one or more intermediate frames are preferably formed in several parts in the vertical direction with a horizontal slewing ring between them, to the course direction of the profiling of preformers and Rippenstampfer according to the desired extension direction of the profiling of to be able to adjust later plate.
  • the turntable is rotatable at least 90 °, in particular rotatable in smaller steps / steps or even infinitely rotatable.
  • the rib rammer has a surface structure in the form of negative profiling for the desired profiling of the concrete slab.
  • the negative profiling of the Rippenstampfers may consist of separate surveys and connecting floors that are strip-shaped and are relatively movable in the vertical direction.
  • the support frame to which the surface treatment unit hangs with preformer and rib rammer can, in the simplest case, have a central supporting column with a jib pivotally mounted thereon, on which the processing unit hangs.
  • the support frame preferably consists of a running over the production table frame bridge, which is seated on both sides on guide rails and movable , wherein the processing unit is suspended from the frame bridge.
  • the guide rails are attached to the work table or the side rails of the wall plate form and the frame bridge preferably has four flange wheels, with which it runs on the guide rails, of which at least one is drivable via a motor.
  • the processing unit is along the frame bridge, ie transversely to the direction of movement, movable by their intermediate frame along guide rails on the frame bridge is movable, whereby this chassis is again preferably driven by a motor.
  • the chassis is arranged on the frame bridge facing part of the multi-part intermediate frame.
  • the trolleys of the frame bridge relative to the production table and / or the intermediate frame relative to the manufacturing bridge have locking devices, by activating the current position of the chassis can be fixed to avoid a later unintentional procedure from this working position out.
  • profiled metal sheet combs project upwards on the guide rails or on the production table, the profile of which corresponds to the cross-sectional shape of the profile to be produced.
  • For fine positioning of the frame bridge can be moved to coarse starting the working position of the Rippenstampfer in the region of the sheet metal comb and lowered with its profiling in the profiling, fit into each other precisely, creating an exact working position of the frame bridge adjusts, then z. B. can be secured by activating the corresponding locking device before a strip of the surface of the wall plate is processed in this working position of the manufacturing bridge of the processing unit.
  • the device according to the invention is used to produce a wall plate 101 made of solid concrete with a facing shell 102 made of cellular concrete or the like, as in the FIGS. 6 and 7 shown, wherein the surface 103 of the cellular concrete 102 has a profiling 104, consisting of adjacent gutters 106 and intervening ribs 105, each with sloping flanks.
  • the wall plate can be made in one pass by the solid concrete for the wall plate 101 is introduced, distributed and compacted in a horizontal with the main plane, upwardly open mold - after Baustahlarmtechniken were already introduced - and subsequently, before it cures, the material for the facing shell 102 applied, distributed and provided with the profiling 104 and is compressed at the same time.
  • FIG. 7 The production of a wall panel with shells 102 on both sides, as in FIG. 7 is shown in one pass only possible if an in FIG. 7 not shown structural template are designed as a negative mold on the bottom of the wall plate form over the entire surface. Only then can in a single pass, ie without having to wait for the preceding layer to cure, successively the lower facing shell 102, the load-bearing wall plate 101 made of solid concrete and the upper facing shell 102 together with its profiling are produced.
  • the only option is to use a wall plate equipped with a facing shell on one side FIG. 6 to prepare to wait for its curing, to take out of shape and turned 180 degrees, so with the facing shell 102 down again in the wall plate design again and then apply to the still uncoated outside 107 of the supporting wall plate 101, the second facing shell 102 and profile ,
  • FIG. 8 shows in the supervision and FIG. 1 in side view from the broad side ago the surface processing system 3 according to the invention
  • the one Manufacturing table 5 includes, over which on a support frame 4 in the form of a frame bridge 17, the surface processing unit 2 is arranged in FIG. 1 in two different functional positions, that is double, drawn.
  • the worktable 5 serves as a wall-plate mold 28 in that the upper side 5a of the worktable 5 serves as the bottom of the mold, from which the delimitation strips 29 project as the side walls of the mold on top.
  • the mold is thus freely accessible from above, so that the flowable before hardening concrete material can be introduced, distributed and compacted.
  • the frame bridge 17 extends mostly in the direction of extension 111 of the profiling 104 of the facing shell 102 of the wall plate 101, because this usually runs parallel to the narrow sides of the main plane of the wall plate 101 and is in FIG. 1 only indicated for reasons of clarity transversely thereto.
  • the under the movable intermediate frame 15 'hanging intermediate frame 15 is opposite to this about a turntable 24 with a vertical axis of rotation 25 rotatable.
  • the upper intermediate frame 15 ' is formed in two parts with a base part 16a, which is movable with the chassis 21 on the rails 22 and a contrast lowerable lifting part 16b, which in contrast is vertically displaceable.
  • a preformer 6 and Rippenstampfer 7 each of which can be lowered via a hydraulic (hydraulic cylinder 12), pneumatic or electromechanical drive 8 and 14 vertically relative to the intermediate frame 15 to the pressing or pressing in the top of the in the wall plate form 28 superimposed, drawn to a uniform height concrete material.
  • the preformer 6 (see FIG. 9 ) extending in the direction of extension 111 of the later profiling 104, perpendicular, and on the horizontally suspended die plate 6 'of the preformer 6 downwardly projecting pairs of male connectors 9, which run towards their free ends obliquely towards each other down, wherein the converging pairs to each other have a transverse distance which is less than the width of the later grooves 106th
  • the grooves 106 of the later profiling 104 are roughly formed.
  • all the male connectors 9 of a preformer 6 can reciprocate together, for example between two end stops 13 along guides 10, thereby forming the grooves 106, as shown in FIG FIG. 5 seen.
  • This is realized by a pendulum drive 11 which holds the stamp plate 6 '. horizontally reciprocated with respect to the base plate of the preformer 6 between the stops 13.
  • the vertical movement is realized by means of the hydraulic piston 8.
  • a solution for the transverse movement can be chosen, in which the respective left male connectors 9a and the respective right male connectors 9b are connected to each other and these two groups are each moved relative to each other, such as the one group on the base plate 6 'and the another group is attached to the stamp plate or the like.
  • the entire intermediate frame 15 is moved accordingly after lifting the preform 6, for example, along the frame bridge 17, until the same size in the supervision Rippenstampfer 7 is on the same surface and now the Rippenstampfer 7 down to the pre-profiled surface and pressed into their Vorprofilleiter.
  • the rib rammer 7 is profiled on its underside with a negative profiling 104 'corresponding to the final shape of the desired profiling 104 in the facing shell. It is pressed with its projections into the already roughly preformed grooves 106 of the profiling 104 of the facing shell 102, and thereby the final shape of the profiling 104 is produced.
  • the negative profiling 104 'of the Rippenstampfers 7 consist of separate elevations 7a and disposed therebetween soils 7b, which are movable relative to each other in the vertical direction. Then first the elevations 7a are pressed into the grooves 106 of the facing shell and this finally shaped, and only then the bottoms 7b of pressed on top of the upper ends of the ribs 105 of the profiling 104 and shaped its outer surface.
  • the entire top 103 of the facing shell 102 can be successively first processed by the preformer 6 and then the Rippenstampfer 7 by, for this purpose - each after prior lifting of the preform 6 and Rippenstampfers 7 until they out of contact with the Wall plate 101 advised - either the intermediate frame 15 along the frame bridge 17 is moved and then after editing of such a section, the frame bridge 17 is moved along the work table 5 to the next section or vice versa.
  • the extension direction 111 of the profiling 104 can be switched from the transverse direction to the longitudinal direction of the plate.
  • these locking devices 26 may have, via a connection of the respective guide rails with the wheels running thereon frictionally.
  • 5 metal combs 27 are arranged as positioning aids on the guide rails 18 and directly on the production table to the To be able to align preformer 6 or rib rammer 7 manually or automatically to the sheet metal combs.
  • the transverse position of this strip can be selected exactly by the finishing ram 7 extending over the edge outwards and thus also over the sheet metal comb 27 at the roughly preselected transverse position is lowered down until its elevations 7a dive into the recesses of the profiling of the sheet metal combs 27 and thereby determines the correct positioning in a horizontal direction.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Producing Shaped Articles From Materials (AREA)
  • Production Of Multi-Layered Print Wiring Board (AREA)
  • Panels For Use In Building Construction (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Ropes Or Cables (AREA)

Claims (16)

  1. Procédé pour la fabrication d'un panneau mural (101) en béton massif avec un doublage (102) en matériau isophonique, en particulier un béton cellulaire ou similaire dont la surface (103) présente un profilage (104),
    - tout d'abord le béton massif pour le panneau mural porteur (101) étant rempli dans un moule de panneau mural (28) à plat,
    - ensuite le matériau isophonique qui est un matériau durcissable en vrac ou liquide avant le durcissement (28) étant appliqué pour le doublage (102) en surface sur le béton massif de panneau mural (101) et
    - puis la surface (103) du doublage (102) étant munie du profilage (104),
    - dans la surface tout d'abord plane (103) du doublage (102), le profilage (104) étant en premier lieu préformé grossièrement et ensuite amené dans sa forme définitive,
    caractérisé en ce que
    - des éléments de préformage faisant saillie du panneau mural (101) perpendiculairement au plan principal (110), en particulier des réglettes à lame (9) sont plongés transversalement en particulier verticalement au plan principal (110) dans le matériau non encore durci du doublage (102) et sont déplacés en va-et-vient transversalement à leur direction d'extension (111) en créant la forme grossière du profilage.
  2. Procédé selon la revendication 1,
    caractérisé en ce que
    - tous les éléments préformés, en particulier les réglettes à lames (9), sont déplacés en va-et-vient en commun, et/ou en particulier
    - deux réglettes à lame voisines sont déplacées en va-et-vient de manière relative entre elles et/ou en particulier
    - le préformage est effectué en même temps les unes à côté des autres pour une pluralité de rainures (106) et/ou en particulier
    - lors du préformage, il existe une butée en hauteur pour l'empilement des nervures (105) et le matériau isophonique étant prédensifié dans le sens transversal parallèlement au plan principal (111) et en particulier également dans le sens vertical transversalement à ce dernier et/ou en particulier
    - après le préformage du profilage, le profilage définitif s'effectue en damant le matériau du doublage (102) depuis la surface (103) donc transversalement en particulier perpendiculairement au plan principal (110) au moyen de dameuses de nervures (7) qui possèdent la forme profilée négative du profilage définitif souhaité (104) et qui plonge avec ses saillies (7a) dans les rainures préformées (106).
  3. Procédé selon l'une des revendications précédentes,
    caractérisé en ce que
    - le profilage (104) est introduit dans le matériau isophonique, en particulier le béton cellulaire avant le durcissement de celui-ci et en en particulier après l'introduction et la densification de ce matériau dans le moule de panneau mural (28), et/ou en particulier
    - après l'application du matériau isophonique, en particulier du béton cellulaire, ce matériau est réparti en couche épaisse homogène sur le béton massif du panneau mural porteur (101) et ce n'est qu'ensuite que la surface (103) du doublage (102) s'effectue après cette procédure, et/ou en particulier
    - la surface (103) du doublage (102) est munie d'un profilage (104) par damage dans une direction transversale en particulier perpendiculaire au plan principal (110) du panneau (101, 102)
  4. Procédé selon l'une des revendications précédentes,
    caractérisé en ce que
    - toutes les réglettes à lames (9) sont déplacées en va-et-vient, et/ou en particulier
    - deux réglettes à lames voisines sont déplacées en va-et-vient de manière relative entre elles et/ou en particulier
    - le préformage est effectué en même temps pour une pluralité de rainures (106) les unes à côté des autres.
  5. Procédé selon l'une des revendications précédentes,
    caractérisé en ce que
    - lors du préformage, il existe une butée en hauteur pour l'empilement des nervures (105) et le matériau isophonique étant prédensifié dans le sens transversal parallèlement au plan principal (111) et en particulier également dans le sens vertical transversalement à ce dernier et/ou en particulier
    - après le préformage du profilage, le profilage définitif s'effectue par damage du matériau du doublage (102) depuis la surface (103) donc transversalement en particulier perpendiculairement au plan principal (110) au moyen d'une dameuse de nervures (7) qui possède la forme profilée négative du profilage définitif souhaité (104) et qui plonge avec ses saillies (7a) dans les rainures préformées (106).
  6. Procédé selon l'une des revendications précédentes,
    caractérisé en ce que
    le profilage (104) est introduit dans le matériau isophonique, en particulier le béton cellulaire avant le durcissement de celui-ci et en particulier juste après l'introduction et la densification de ce matériau dans le moule de panneau mural (28).
  7. Procédé selon l'une des revendications précédentes,
    caractérisé en ce qu'
    après l'application du matériau isophonique, en particulier du béton cellulaire, ce matériau est réparti en couche épaisse homogène sur le béton massif du panneau mural porteur (101) et ce n'est qu'ensuite que le profilage de la surface (103) du doublage (102) est effectué.
  8. Dispositif pour la fabrication d'un panneau mural (101) en béton massif avec un doublage (102) en matériau isophonique, en particulier un béton cellulaire ou similaire dont la surface (103) présente un profilage (104), en particulier selon l'une des revendications précédentes, le dispositif comprenant une table de fabrication (5) en particulier avec un moule de panneau mural (28), au-dessus de laquelle est disposée une unité de traitement de surface (2) sur un bâti support,
    caractérisé en ce que
    l'unité de traitement de surface comprend un préformeur et une dameuse de nervures, le préformeur (6) et la dameuse de nervures (7) étant disposés l'un à côté de l'autre en particulièrement directement l'un à côté de l'autre, en particulier l'un à côté de l'autre dans la direction de l'extension horizontale la plus petite de la table de fabrication (5)
  9. Dispositif selon la revendication précédente,
    caractérisé en ce que
    - le moule de panneau mural (28) comprend une réglette de délimitation (29), en particulier en tant que surface d'application pour un dispositif de prélèvement, et/ou en particulier
    - un préformeur (6) et une dameuse de nervures (7) sont accrochés à un cadre intermédiaire (15) en particulier commun.
  10. Dispositif selon l'une des revendications précédentes, caractérisé en ce que
    - les plaques de tamponnage (6', 7') sont de dimensions identiques, et/ou en particulier
    - pour un profilage (104) avec seulement une direction d'extension (111) des préformeurs (6) et des dameuses de nervures (7) sont disposés l'un à côté de l'autre transversalement à la direction d'extension (111) du profilage (104).
  11. Dispositif selon l'une des revendications précédentes, caractérisé en ce que
    - la plaque de tamponnage (7') de la dameuse de nervures (7) est réalisée sur la face tournée vers la table de fabrication (5) en tant que forme négative du profilage souhaité (104),
    le préformeur (6) comprend dans le sens d'extension (111) du profilage (104) des paires de réglettes à lames (9) s'étendant dans le sens d'extension (111) du profilage (104) perpendiculairement au plan principal (110) du panneau mural et donc de la table de fabrication (5), paires qui font saillie de la plaque de tamponnage (6') en direction de la table de fabrication en s'étendent en particulier sur l'ensemble de l'extension de la plaque de tamponnage (6'), et/ou en particulier
    - le préformeur (6) et/ou la dameuse de nervures (7) sont mobiles au moyen d'en entrainement hydraulique, pneumatique ou électromécanique (8, 14) verticalement par rapport au cadre intermédiaire (15), et/ou en particulier
    - le préformeur (6) comprend en plus un entraînement oscillant (11) agissant horizontalement transversalement à la direction des réglettes à lames (9), à l'aide duquel les réglettes à lames (9) sont déplacées en va-et-vient horizontalement et transversalement à la direction d'extension (111), et/ou en particulier
    - l'entraînement oscillant (11) comprend des butées (13) limitant le mouvement d'oscillation.
  12. Dispositif selon l'une des revendications précédentes,
    caractérisé en ce que
    toutes les réglettes à lames (9) du préformeur (6) sont mobiles en va-et-vient en commun au moyen de l'entrainement oscillant (11) et/ou en particulier
    - parmi les paires de réglettes à lames (9a, b), respectivement les réglettes à lames analogues (9a) d'une part et les réglettes à lames (9b) d'autre part sont reliées entre elles et ces deux groupes de réglettes à lames étant mobiles de manière relative entre eux transversalement à la direction d'extension (111) au moyen de l'entraînement oscillant (11), et/ou en particulier
    - les réglettes à lames (9) sont guidées sur des guides horizontaux (10) de l'entrainement oscillant (11), et/ou en particulier
    - l'entrainement vertical (8, 14) pour le préformeur (6) respectivement la dameuse de nervures (7) comprend par rapport au cadre intermédiaire (15) respectivement au moins un vérin hydraulique (12) qui est disposé verticalement. et/ou en particulier
    - l'unité de traitement (2) comprend une couronne rotative horizontale (24) qui est rotative au moins en pas de 90°, en particulier en continu.
  13. Dispositif selon l'une des revendications précédentes, caractérisé en ce que des préformeurs (6) et des dameuses de nervures (7) sont suspendus en commun en particulier leur cadre intermédiaire (15) à la couronne rotative (24).
  14. Dispositif selon l'une des revendications précédentes, caractérisé en ce que
    - le bâti support (4) comprend une colonne porteuse centrale avec une flèche logée pivotante, colonne sur laquelle est fixée l'unité de traitement (2), et/ou en particulier
    - le bâti porteur (4) comprend un pont cadre (17) qui est mobile le long de rails de guidage (18) s'étendant le long de la table de fabrication (5), l'unité de traitement (2) étant accrochée au pont cadre (17), et/ou en particulier
    - le pont cadre (17) court sur les rails de guidage de préférence par l'intermédiaire de quatre couronnes dentées (19), dont au moins une couronne dentée (19) est reliée à un moteur d'entraînement (20), et/ou en particulier
    - le préformeur (6) et/ou la dameuse de nervures (7), en particulier le cadre intermédiaire (15) sur lequel sont fixés ces derniers, sont mobiles au moyen d'un train de roulement (21) le long du pont cadre (17) transversalement à leur direction de déplacement, et/ou en particulier
    - le train de roulement (21) comprend des rails de guidage horizontaux (22) sur le pont cadre (17) qui sont en angle droit avec les rails de guidage (18) reliés à la table de fabrication (5) et des préformeurs (6) et/ou des dameuses de nervures (7) étant mobiles ou coulissants au moyen du train de roulement (1) le long des rails de guidage (22), et/ou en particulier
    - le train de roulement (21) comprend un moteur d'entraînement (23).
  15. Dispositif selon l'une des revendications précédentes, caractérisé en ce que
    des préformeurs (6) et des dameuses de nervure (7) sont disposés dans la direction des rails (22) donc dans la direction d'extension du pont cadre (17) l'un à côté de l'autre, cependant peuvent être tournés dans une position l'un à côté de l'autre en direction des rails (18) en particulier au moyen d'une couronne rotative (24) pour le déplacement du pont cadre (17), et/ou en particulier
    - la couronne rotative (24) est disposée entre les parties (16a, b) du cadre intermédiaire (15), et/ou en particulier
    - aussi bien le train de roulement du pont cadre (17) par rapport aux rails de guidage (18) que le train de roulement (21) de l'unité de traitement (2) par rapport au pont cadre (17) possèdent des dispositifs de blocage (26) dont l'activation fixe par adhérence de forme ou de force la position respective par rapport aux rails de guidage (18, 22), et/ou en particulier
    - des peignes en tôle (27) sont disposés en tant qu'aide de positionnement pour l'unité de trainement (2) sur les rails de guidage (18) ou sur la table de fabrication (5).
  16. Dispositif selon l'une des revendications précédentes, caractérisé en ce que
    - les peignes en tôle (27) sont profilés dans la forme du profilage souhaité (104) et la dameuse de nervures (7) est mobile sur le coté au dessus de la table de travail (5) jusque dans la zone des peignes en tôle (27) et s'engage dans cette position lors de l'abaissement avec son profilage négatif (104') dans le profilage positif du peigne en tôle (27) et de ce fait la position de travail de l'installation de traitement, en particulier du pont de guidage (17) est déterminée avec précision, et/ou en particulier
    - le profilage négatif (104') de la dameuse de nervures (7) se compose d'élévations (7a) et de fonds les reliant (7b) qui ont respectivement la forme de réglettes et sont mobiles relativement les unes par rapport aux autres dans la direction verticale, et/ou en particulier
    - l'entraînement (14) de la dameuse de nervures (7) peut déplacer les élévations (7a) et les fonds (7b) respectivement en commun, cependant décalé dans le temps, en particulier indépendamment les uns des autres et ce, verticalement, et/ou en particulier,
    - le dispositif en particulier l'unité de traitement (2) possède une commande électronique et/ou électrique permettant de commander entièrement automatiquement ou au moins partiellement automatiquement le processus de fabrication.
EP05012379A 2004-06-09 2005-06-08 Procédé et dispositif pour la fabrication d'un panneau multicouche en béton Active EP1605101B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI200530888T SI1605101T1 (sl) 2004-06-09 2005-06-08 Postopek in naprava za izdelavo večslojne betonske plošče
PL05012379T PL1605101T3 (pl) 2004-06-09 2005-06-08 Sposób i urządzenie do wytwarzania wielowarstwowej płyty z betonu

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE200410027928 DE102004027928A1 (de) 2004-06-09 2004-06-09 Verfahren zur Herstellung einer mehrschichtigen Platte aus Beton
DE102004027928 2004-06-09
DE102004036288 2004-07-21
DE102004036288A DE102004036288A1 (de) 2004-06-09 2004-07-27 Vorrichtung zur Herstellung einer mehrschichtigen Platte aus Beton

Publications (2)

Publication Number Publication Date
EP1605101A1 EP1605101A1 (fr) 2005-12-14
EP1605101B1 true EP1605101B1 (fr) 2009-10-14

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EP05012379A Active EP1605101B1 (fr) 2004-06-09 2005-06-08 Procédé et dispositif pour la fabrication d'un panneau multicouche en béton

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EP (1) EP1605101B1 (fr)
AT (1) ATE445736T1 (fr)
DE (2) DE102004036288A1 (fr)
PL (1) PL1605101T3 (fr)
SI (1) SI1605101T1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
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CN110027083A (zh) * 2019-04-04 2019-07-19 廊坊海斯建材机械有限公司 混凝土板状构件的生产工艺及生产设备
WO2023242606A3 (fr) * 2022-06-16 2024-02-22 Nepp Daniel Barrière antibruit

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* Cited by examiner, † Cited by third party
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HU230951B1 (hu) * 2015-05-29 2019-05-28 Sw Umwelttechnik Magyarország Kft Eljárás és berendezés többrétegű, profilos felületű zajvédő panel előállítására
CN108748607A (zh) * 2018-08-22 2018-11-06 西安中铁工程装备有限公司 一种管片自动收面装置
CN109159281B (zh) * 2018-11-07 2023-11-28 湖北神州建材有限责任公司 一种插钎系统
CN117124430B (zh) * 2023-10-27 2024-01-05 湖南恒运建筑科技发展有限公司 一种陶粒混凝土预制墙板加工用预制设备

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LU86814A1 (fr) * 1987-03-19 1988-11-17 Betonac Beton Machine et procede pour la fabrication d'ecrans absorbants muraux de protection contre le bruit
DE3807263C2 (de) * 1988-03-05 1995-02-02 Zueblin Ag Verfahren zur schalungsfreien Herstellung der Profilierung einer Vorsatzschale aus haufwerksporigem Beton auf einer Stahlbetontragplatte sowie Vorrichtung zur Druchführung des Verfahrens
DE59205694D1 (de) * 1991-12-20 1996-04-18 Bold Karl Gmbh & Co Sicht- und Lärmschutzwand mit Stützträgerkonstruktion
DE4407127A1 (de) * 1994-03-04 1995-09-07 Rampf Formen Gmbh Vorrichtung zur Herstellung von Formkörpern aus insbesondere Beton

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110027083A (zh) * 2019-04-04 2019-07-19 廊坊海斯建材机械有限公司 混凝土板状构件的生产工艺及生产设备
WO2023242606A3 (fr) * 2022-06-16 2024-02-22 Nepp Daniel Barrière antibruit

Also Published As

Publication number Publication date
DE502005008303D1 (de) 2009-11-26
EP1605101A1 (fr) 2005-12-14
SI1605101T1 (sl) 2010-03-31
PL1605101T3 (pl) 2010-04-30
ATE445736T1 (de) 2009-10-15
DE102004036288A1 (de) 2006-03-09

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