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<ep-patent-document id="EP89124153B1" file="EP89124153NWB1.xml" lang="en" country="EP" doc-number="0376353" kind="B1" date-publ="19930421" status="n" dtd-version="ep-patent-document-v1-1">
<SDOBI lang="en"><B000><eptags><B001EP>ATBECHDE..ESFRGBGRITLILUNLSE......................</B001EP><B005EP>R</B005EP><B007EP>DIM360   - Ver 2.5 (21 Aug 1997)
 2100000/0</B007EP></eptags></B000><B100><B110>0376353</B110><B120><B121>EUROPEAN PATENT SPECIFICATION</B121></B120><B130>B1</B130><B140><date>19930421</date></B140><B190>EP</B190></B100><B200><B210>89124153.1</B210><B220><date>19891229</date></B220><B240><B241><date>19901212</date></B241><B242><date>19911118</date></B242></B240><B250>en</B250><B251EP>en</B251EP><B260>en</B260></B200><B300><B310>886043</B310><B320><date>19881230</date></B320><B330><ctry>FI</ctry></B330></B300><B400><B405><date>19930421</date><bnum>199316</bnum></B405><B430><date>19900704</date><bnum>199027</bnum></B430><B450><date>19930421</date><bnum>199316</bnum></B450><B451EP><date>19920615</date></B451EP></B400><B500><B510><B516>5</B516><B511> 5B 28C   5/48   A</B511><B512> 5B 28B  15/00   B</B512></B510><B540><B541>de</B541><B542>Verfahren und Vorrichtung zum Giessen von Betonkörpern</B542><B541>en</B541><B542>A method and device for casting concrete products</B542><B541>fr</B541><B542>Procédé et dispositif pour le coulage de produits de béton</B542></B540><B560><B561><text>CH-A-   153 368</text></B561><B561><text>FR-A- 2 405 796</text></B561><B561><text>US-A- 2 429 012</text></B561></B560></B500><B700><B720><B721><snm>Ojanen, Paavo</snm><adr><str>Väinöntie 11</str><city>SF-37680 Valkeakoski</city><ctry>FI</ctry></adr></B721><B721><snm>Kajava, Antero</snm><adr><str>Rahitie 6A</str><city>SF-02770 Espoo</city><ctry>FI</ctry></adr></B721></B720><B730><B731><snm>LOHJA PARMA ENGINEERING LPE OY</snm><iid>01181500</iid><irf>40971/2880917</irf><syn>PARMA ENGINEERING LPE OY, LOHJA</syn><adr><str>Huhtakatu 17</str><city>37600 Valkeakoski</city><ctry>FI</ctry></adr></B731></B730><B740><B741><snm>Patentanwälte 
Leinweber &amp; Zimmermann</snm><iid>00100261</iid><adr><str>Rosental 7</str><city>80331 München</city><ctry>DE</ctry></adr></B741></B740></B700><B800><B840><ctry>AT</ctry><ctry>BE</ctry><ctry>CH</ctry><ctry>DE</ctry><ctry>ES</ctry><ctry>FR</ctry><ctry>GB</ctry><ctry>GR</ctry><ctry>IT</ctry><ctry>LI</ctry><ctry>LU</ctry><ctry>NL</ctry><ctry>SE</ctry></B840><B880><date>19900704</date><bnum>199027</bnum></B880></B800></SDOBI><!-- EPO <DP n="1"> -->
<description id="desc" lang="en">
<p id="p0001" num="0001">This invention relates to a method for casting concrete products.</p>
<p id="p0002" num="0002">The invention is also concerned with a device for casting concrete products.</p>
<p id="p0003" num="0003">Prior art techniques for the production of elongated concrete products, such as columns and beams, include slip casting in which a casting machine feeds concrete into a mould while moving on rails along the mould from its one end to the other. The casting machine is positioned above the mould, so that the concrete flows into the mould under the influence of the force of gravity. The concrete fed into the mould is compacted by means of vibrators to remove air bubbles from it. The vibrators may be connected to the casting machine or they may be mounted fixedly in the mould.</p>
<p id="p0004" num="0004">This prior art technique has a few drawbacks, which become particularly apparent in the production of high-strength concrete products. One drawback is that the final degree of compaction and homogeneity of the concrete cannot be fully known, because it is not known accurately how much air is mixed with the concrete while it falls from the casting machine into the mould and because compacted concrete cannot be sampled for homogeneity measurement without damaging the product. As a result, the strength properties of a concrete product at its different points cannot be known accurately. Another drawback of the technique is that it is very slow because the casting machine to be moved is heavy and because it is necessary to allow the concrete to flow slowly to minimize the amount of air mixed with it. The compaction of concrete<!-- EPO <DP n="2"> --> by means of vibrators is also time-consuming. In addition, it is to be noted that the compaction process is difficult to carry out and requires complicated machinery when the casting is carried out by means of a closed mould.</p>
<p id="p0005" num="0005">FR-A-2 405 796 discloses a method and an apparatus for mixing and agitating particles of different components for producing a mineral composition. Said particles are treated by a mill 6 comprising a vibrator. The thus treated mixture is fed to an agitator where it is mixed with water and other fluid components. The vibrator serves for milling only.</p>
<p id="p0006" num="0006">US-A-2 429 012 shows an apparatus and a method for producing hollow piles in which concrete is pumped upwardly into a core 27 being part of the respective mould.</p>
<p id="p0007" num="0007">From CH-A-1 53 386 it is known to apply pressurised air to concrete for feeding the concrete into a mould.</p>
<p id="p0008" num="0008">The object underlying the present invention is to provide a method of and a device for, respectively, casting concrete products, allowing rapid casting and providing high-quality products with good strength properties.</p>
<p id="p0009" num="0009">According to the invention the above object is solved by a method and a device according to claims 1 and 9, respectively.</p>
<p id="p0010" num="0010">The casting method of the invention is more rapid than prior art methods due to the fact that the compaction of the concrete to be cast into the mould is carried out before the casting step. In addition, the products produced by means of the method are of excellent quality. This is partly due to the fact that the concrete compaction is carried out before the casting as a separate step, wherefore the compaction takes place under controlled conditions, which in turn, enables<!-- EPO <DP n="3"> --> sampling, for instance. The quality of the products is also affected by the way in which the concrete is fed into the mould. In the invention the concrete is fed in such a way that gas bubbles and boundaries will not be formed within it. The method of the invention is especially suited for the production of long, prestressed concrete products, such as concrete rods containing prestressed irons, disclosed in FI 881843.</p>
<p id="p0011" num="0011">With an elongated mould, a simple way of providing a continous flow is to create a counter-pressure in the mould and feed the concrete longitudinally of the mould.</p>
<p id="p0012" num="0012">Boundaries and gas bubbles will not be formed in the concrete during casting when the concrete is fed into the mould through its one end.</p>
<p id="p0013" num="0013">To ensure that the product will not contain gas bubbles, it is important that the concrete does not move during the casting, that is, into the mould and in the mould, in the direction of the force of gravity; otherwise the mass flow may be interrupted. According to one embodiment of the invention, the mould is kept in a vertical or slanted position during the casting, the concrete being fed into the mould through its lower end and moved on the mould against the force of gravity. Since the concrete is moved on against the force of gravity, it remains compact throughout the casting process, and no interruptions occur in the flow.</p>
<p id="p0014" num="0014">For the workability of the method of the invention it is to be preferred that the concrete is pumped from the compaction means into the mould.</p>
<p id="p0015" num="0015">According to one embodiment of the device of the invention, the concrete compaction means are formed by a tank, and a vibrator and means for creating an overpressure and/or underpressure in the tank are connected to the tank. By compacting the concrete<!-- EPO <DP n="4"> --> material in the separate tank in place of the mould an advantage is obtained in that the compaction can be carried out under controlled conditions. If desired, samples can be taken from the concrete, and the required vibrating effect and time can be easily defined through experience. In view of the compaction of the concrete material, it is to be preferred that the tank comprises means for creating an underpressure in the tank. The concrete material can be advantageously fed from the tank into the mould with means creating an overpressure in the tank, the concrete material being forced into the mould by means of this overpressure. Another alternative suited for the method of the invention is to pass the concrete material from the tank to the mould by means of a pump.</p>
<p id="p0016" num="0016">In order to ensure that the concrete material fed into the mould remains compacted, it is important to position the mould horizontally, vertically or in a slanted position. In the two last-mentioned cases, the mould is closed, the concrete inlet being positioned at the lower end of the mould.</p>
<p id="p0017" num="0017">In the following the invention will be described in greater detail with reference to the attached drawing, wherein
<ul id="ul0001" list-style="none">
<li>Figure 1 is a general view of a preferred embodiment of the device according to the invention;</li>
<li>Figure 2 is a top view of a portion of another embodiment of the device; and</li>
<li>Figure 3 is a sectional view of the device of Figure 2 along the line III-III of Figure 2.</li>
</ul></p>
<p id="p0018" num="0018">Figure 1 shows the principal parts of a casting device, viz, a mould 1; means 2 for feeding concrete material into the mould; and means 3 for compacting the concrete material. The parts 1 to 3 communicate<!-- EPO <DP n="5"> --> with each other by means of conduits 4 and 5. In this particular embodiment, the concrete feeding means comprise a pump 2, and the compaction means comprise a compaction tank 3.</p>
<p id="p0019" num="0019">According to the invention the compaction tank 3 is connected by means of the conduit 4 before the pump 2 in the direction of movement of the concrete, and the pump 2 is connected by means of the conduit 5 to one end of the mould 1. In this embodiment, the mould is elongated, closed and vertically positioned, and the conduit 5 is connected to its lower end.</p>
<p id="p0020" num="0020">A filling opening is provided at the top of the compaction tank 3. The opening can be closed by means of a lid 6. Furthermore, a gas removal connection 7 is provided at the top of the tank. At least one vibrator 8 is provided in the bottom portion of the tank, and a closing connection 9 connected to the conduit 4 is provided in the bottom of the tank. A connection between the conduit 4 and the pump is indicated with the reference numeral 10, and a pump feed pipe connected to the conduit 5 is indicated with the reference 11.</p>
<p id="p0021" num="0021">According to the invention, the casting of the concrete product is carried out by first compacting the concrete in the tank 3 and subsequently pumping it into the mould 1 so that it moves on in the mould as a continuous flow.</p>
<p id="p0022" num="0022">To compact the concrete it is fed in the direction of the arrow A into the compaction tank 3, in which it is vibrated while sucking gas out of the tank through the gas removal connection 7 in the direction of the arrow B. After the compaction has been completed, the closing connection 9 is opened and the pump 2 is started, whereby the concrete flows from the compaction tank through the pump to the lower end<!-- EPO <DP n="6"> --> of the mould 1 and within the mould further upward along the mould until the mould is full or the concrete flow is cut off. The casting method of the invention is considerably more rapid than prior art production techniques, because instead of moving the casting device itself the concrete flows from the tank into the mould. The method of the invention can be used both in connection with a closed and open mould.</p>
<p id="p0023" num="0023">Figures 2 and 3 show another embodiment of the device, in which the mould 1 is, for instance, rectangular, horizontal and open at the top, being intended for the production of a concrete slab, for instance. In this case, the conduit 5 feeds concrete from above into the mould. In order that the concrete would form a continuous flow, a counterpressure has to be created in the mould. In this particular embodiment, the counterpressure is created by means of a horizontal plate 12 surrounding the opening of the conduit 5. The plate 12 and the bottom and sides of the mould define a substantially closed space which prevents the concrete from falling freely into the mould. The conduit 5 and the plate 12 are displaced horizontally along the mould along parallel paths so that the slab is formed by concrete zones 13 positioned side by side. To provide the slab with a smooth surface, it is to be preferred that the plate 12 rotates or oscillates.</p>
<p id="p0024" num="0024">Alternatively, the invention can be realized without the pump 2. The compaction tank is thereby provided with a connection through which pressurized gas can be introduced into the tank to feed compacted concrete directly into the mould.</p>
<p id="p0025" num="0025">In the embodiment shown in Figure 1, the mould is elongated and vertically positioned, and the conduit<!-- EPO <DP n="7"> --> 5 opens in the lower end of the mould. Alternatively, the mould can be slanted or horizontally positioned, whereby the concrete inlet need not necessarily be positioned at the end of the mould. It is essential for maintaining the degree of compaction of the concrete unchanged that the feeding force of the pump or the like is the only force acting on the concrete in its direction of movement. A force resisting the feeding of the concrete can be alternatively effected by forming an overpressure in a closed mould before the filling of the mould. The simplest way, however, is to utilize the force of gravity as a counter force. If regarded necessary, the concrete can, of course, be subjected to additional compaction in a conventional manner after having been cast into the mould.</p>
<p id="p0026" num="0026">Additional compaction can be alternatively effected by exposing the concrete to a pressure by creating an overpressure in the mould.</p>
</description><!-- EPO <DP n="8"> -->
<claims id="claims01" lang="en">
<claim id="c-en-01-0001" num="0001">
<claim-text>A method of casting concrete products by filling a mould (1) with flowing concrete material and compacting the concrete material, <b>characterized</b> in that the compaction of the concrete material is carried out before the concrete is fed into the mould, and that to fill up the mould (1) the concrete is fed into it from compaction means as a continuous flow.<!-- EPO <DP n="9"> --></claim-text></claim>
<claim id="c-en-01-0002" num="0002">
<claim-text>A method according to claim 1, <b>characterized</b> in that a counterpressure is created in the mould to achieve a continuous flow.</claim-text></claim>
<claim id="c-en-01-0003" num="0003">
<claim-text>A method according to claim 1 or 2, when using an elongated mould, <b>characterized</b> in that the concrete material is fed into the mould in such a way that it moves on in the mould (1) in its longitudinal direction.</claim-text></claim>
<claim id="c-en-01-0004" num="0004">
<claim-text>A method according to claim 3, <b>characterized</b> in that the concrete material is fed into the mould (1) through its one end.</claim-text></claim>
<claim id="c-en-01-0005" num="0005">
<claim-text>A method according to claim 3, <b>characterized</b> in that the mould (1) is kept in a slanted or vertical position during the casting, the concrete material being fed into the mould through its lower end and moved on in the mould against the force of gravity.</claim-text></claim>
<claim id="c-en-01-0006" num="0006">
<claim-text>A method according to anyone of claims 1 to 5, <b>characterized</b> in that the concrete material is pumped from compaction means (3) into the mould (1).</claim-text></claim>
<claim id="c-en-01-0007" num="0007">
<claim-text>A method according to claim 1 or 2 when the mould is open, <b>characterized</b> in that the concrete inlet point in the mould is kept substantially closed by means of a plate positioned at the inlet point.</claim-text></claim>
<claim id="c-en-01-0008" num="0008">
<claim-text>A method according to anyone of claims 1 to 6 <b>characterized</b><!-- EPO <DP n="10"> --> in that an overpressure is created in the mould to compact the concrete material (1) contained in the mould (1).</claim-text></claim>
<claim id="c-en-01-0009" num="0009">
<claim-text>A device for casting concrete products, comprising a mould (1); means (2) for feeding flowing concrete material into the mould; and means (3, 7, 8) for compacting the concrete material, <b>characterized</b> in that the concrete compaction means (3, 7, 8) are connected before the concrete feeding means (2), and that the concrete feeding means (2) are arranged to feed concrete into the mould (1) from the compaction means as a continuous flow.</claim-text></claim>
<claim id="c-en-01-0010" num="0010">
<claim-text>A device according to claim 9, <b>characterized</b> in that the concrete compaction means comprise a tank (3), a vibrator (8) and means (7) for creating underpressure and/or overpressure in the tank being connected to the tank (3).</claim-text></claim>
<claim id="c-en-01-0011" num="0011">
<claim-text>A device according to claim 9 or 10 <b>characterized</b> in that the concrete feeding means (2) are arranged to feed concrete into the mould through its one end.</claim-text></claim>
<claim id="c-en-01-0012" num="0012">
<claim-text>A device according to anyone of claims 9 to 10, <b>characterized</b> in that the mould (1) is positioned horizontally, vertically or in a slanted position, the mould being closed and the concrete inlet being positioned at the lower end of the mould in the two last-mentioned cases.</claim-text></claim>
<claim id="c-en-01-0013" num="0013">
<claim-text>A device according to claim 9, <b>characterized</b> in that a movable plate (12) surrounds the concrete inlet which opens in the mould.</claim-text></claim>
</claims><!-- EPO <DP n="11"> -->
<claims id="claims02" lang="de">
<claim id="c-de-01-0001" num="0001">
<claim-text>Verfahren zum Gießen von Betonprodukten durch Füllen einer Form (1) mit flüssigem Betonmaterial und Verdichten des Betonmaterials, dadurch gekennzeichnet, daß die Verdichtung des Betonmaterials ausgeführt wird, bevor der Beton in die Form eingespeist wird, und daß zum Füllen der Form (1) der Beton von einer Verdichtereinrichtung als ein kontinuierlicher Fluß darin eingespeist wird.</claim-text></claim>
<claim id="c-de-01-0002" num="0002">
<claim-text>Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß ein Gegendruck in der Form erzeugt wird, um einen kontinuierlichen Fluß zu erreichen.</claim-text></claim>
<claim id="c-de-01-0003" num="0003">
<claim-text>Verfahren nach Anspruch 1 oder 2, wobei eine längliche Form verwendet wird, dadurch gekennzeichnet, daß das Betonmaterial in solch einer Weise in die Form eingespeist wird, daß es sich in der Form (1) in deren Längsrichtung fortbewegt.</claim-text></claim>
<claim id="c-de-01-0004" num="0004">
<claim-text>Verfahren nach Anspruch 3, dadurch gekennzeichnet, daß das Betonmaterial in die Form (1) durch ihr eines Ende eingespeist wird.</claim-text></claim>
<claim id="c-de-01-0005" num="0005">
<claim-text>Verfahren nach Anspruch 3, dadurch gekennzeichnet, daß die Form (1) während des Gießens in einer geneigten oder vertikalen Position gehalten wird, wobei das Betonmaterial in<!-- EPO <DP n="12"> --> die Form über deren unteres Ende eingespeist wird und sich in der Form gegen die Schwerkraft fortbewegt.</claim-text></claim>
<claim id="c-de-01-0006" num="0006">
<claim-text>Verfahren nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß das Betonmaterial von der Verdichtereinrichtung (3) in die Form (1) gepumpt wird.</claim-text></claim>
<claim id="c-de-01-0007" num="0007">
<claim-text>Verfahren nach Anspruch 1 oder 2, wobei die Form offen ist, dadurch gekennzeichnet, daß die Betoneinlaßstelle in der Form mittels einer an der Einlaßstelle angeordneten Platte im wesentlichen geschlossen gehalten wird.</claim-text></claim>
<claim id="c-de-01-0008" num="0008">
<claim-text>Verfahren nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß ein Überdruck in der Form erzeugt wird, um das Betonmaterial (1) in der Form (1) zu verdichten.</claim-text></claim>
<claim id="c-de-01-0009" num="0009">
<claim-text>Vorrichtung zum Gießen von Betonprodukten mit einer Form (1); einer Einrichtung (2) zum Einspeisen flüssigen Betonmaterials in die Form; und einer Einrichtung (3, 7, 8) zum Verdichten des Betonmaterials, dadurch gekennzeichnet, daß die Betonverdichtereinrichtung (3, 7, 8) vor die Betoneinspeiseeinrichtung (2) geschaltet ist und daß die Betoneinspeiseeinrichtung (2) zum Einspeisen von Beton von der Verdichtereinrichtung in die Form als ein kontinuierlicher Fluß ausgelegt ist.</claim-text></claim>
<claim id="c-de-01-0010" num="0010">
<claim-text>Vorrichtung nach Anspruch 9, dadurch gekennzeichnet, daß die Betonverdichtereinrichtung einen Tank (3), einen Vibrator (8) und eine Einrichtung (7) zum Erzeugen von Unterdruck und/oder Überdruck, verbunden mit dem Tank (3), aufweist.</claim-text></claim>
<claim id="c-de-01-0011" num="0011">
<claim-text>Vorrichtung nach Anspruch 9 oder 10, dadurch gekennzeichnet, daß die Betoneinspeiseeinrichtung (2) zum Einspeisen von Beton in die Form durch deren eines Ende angeordnet ist.<!-- EPO <DP n="13"> --></claim-text></claim>
<claim id="c-de-01-0012" num="0012">
<claim-text>Vorrichtung nach einem der Ansprüche 9 bis 10, dadurch gekennzeichnet, daß die Form (1) horizontal, vertikal oder in einer geneigten Position angeordnet ist, wobei die Form geschlossen ist und der Betoneinlaß an dem unteren Ende der Form angeordnet ist, sofern die beiden letztgenannten Fälle vorliegen.</claim-text></claim>
<claim id="c-de-01-0013" num="0013">
<claim-text>Vorrichtung nach Anspruch 9, dadurch gekennzeichnet, daß eine bewegliche Platte (12) den in die Form öffnenden Betoneinlaß umgibt.</claim-text></claim>
</claims><!-- EPO <DP n="14"> -->
<claims id="claims03" lang="fr">
<claim id="c-fr-01-0001" num="0001">
<claim-text>Procédé de coulée de produits en béton consistant à remplir un moule (1) de béton fluide, et à tasser le béton, caractérisé en ce que le tassement du béton s'effectue avant que le béton ne soit introduit dans le moule et que, pour remplir le moule (1), on y introduit le béton en provenance des moyens de tassement, en un écoulement continu.</claim-text></claim>
<claim id="c-fr-01-0002" num="0002">
<claim-text>Procédé selon la revendication 1, caractérisé en ce qu'on crée une contre-pression dans le moule pour obtenir un écoulement continu.</claim-text></claim>
<claim id="c-fr-01-0003" num="0003">
<claim-text>Procédé selon la revendication 1 ou 2, appliqué au cas où l'on utilise un moule de forme allongée, caractérisé en ce que le béton est introduit dans le moule de telle manière qu'il avance dans le moule (1) dans la direction longitudinale de ce dernier.</claim-text></claim>
<claim id="c-fr-01-0004" num="0004">
<claim-text>Procédé selon la revendication 3, caractérisé en ce que le béton est introduit dans le moule (1) à travers une de ses extrémités.</claim-text></claim>
<claim id="c-fr-01-0005" num="0005">
<claim-text>Procédé selon la revendication 3, caractérisé en ce que le moule (1) est maintenu dans une position inclinée ou verticale pendant la coulée, le béton étant introduit dans le moule à travers son extrémité inférieure et avançant dans le moule en antagonisme par rapport à la force de la gravité.</claim-text></claim>
<claim id="c-fr-01-0006" num="0006">
<claim-text>Procédé selon une quelconque des revendications 1 à 5, caractérisé en ce que le béton est refoulé des moyens de tassement (3) dans le moule (1).</claim-text></claim>
<claim id="c-fr-01-0007" num="0007">
<claim-text>Procédé selon la revendication 1 ou 2, appliqué au cas où le moule est ouvert, caractérisé en ce que le point d'entrée du béton dans le moule est maintenu sensiblement fermé à l'aide d'une plaque placée au point d'entrée.</claim-text></claim>
<claim id="c-fr-01-0008" num="0008">
<claim-text>Procédé selon une quelconque des revendications 1 à 6, caractérisé en ce qu'on crée une surpression<!-- EPO <DP n="15"> --> dans le moule pour tasser le béton (1) contenu dans le moule.</claim-text></claim>
<claim id="c-fr-01-0009" num="0009">
<claim-text>Installation pour couler des produits en béton, comprenant un moule (1) ; des moyens (2) pour introduire le béton fluide dans le moule ; et des moyens (3, 7, 8) pour tasser le béton, caractérisée en ce que les moyens (3, 5, 8) de tassement du béton sont raccordés en amont des moyens (2) d'introduction du béton, et en ce que les moyens (2) d'introduction du béton sont agencés pour introduire le béton dans le moule (1) en provenance des moyens de tassement sous la forme d'un flux continu.</claim-text></claim>
<claim id="c-fr-01-0010" num="0010">
<claim-text>Installation selon la revendication 9, caractérisée en ce que les moyens de tassement du béton comprennent une cuve (3), un vibrateur (8) et des moyens (7) raccordés à la cuve (3) et servant à créer une dépression et/ou une surpression dans la cuve.</claim-text></claim>
<claim id="c-fr-01-0011" num="0011">
<claim-text>Installation selon la revendication 9 ou 10, caractérisée en ce que les moyens (2) d'introduction du béton sont agencés pour introduire le béton dans le moule à travers une de ses extrémités.</claim-text></claim>
<claim id="c-fr-01-0012" num="0012">
<claim-text>Installation selon une quelconque des revendications 9 à 10, caractérisée en ce que le moule (1) est placé horizontalement, verticalement ou dans une position inclinée, le moule étant fermé et l'entrée du béton étant placée à l'extrémité inférieure du moule dans les deux derniers cas.</claim-text></claim>
<claim id="c-fr-01-0013" num="0013">
<claim-text>Installation selon la revendication 9, caractérisée en ce qu'une plaque mobile (12) entoure l'entrée du béton qui débouche dans le moule.</claim-text></claim>
</claims><!-- EPO <DP n="16"> -->
<drawings id="draw" lang="en">
<figure id="f0001" num=""><img id="if0001" file="imgf0001.tif" wi="162" he="214" img-content="drawing" img-format="tif"/></figure>
</drawings>
</ep-patent-document>
