EP1009890B1 - Bauteil zum herstellen einer wand - Google Patents

Bauteil zum herstellen einer wand Download PDF

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Publication number
EP1009890B1
EP1009890B1 EP99913025A EP99913025A EP1009890B1 EP 1009890 B1 EP1009890 B1 EP 1009890B1 EP 99913025 A EP99913025 A EP 99913025A EP 99913025 A EP99913025 A EP 99913025A EP 1009890 B1 EP1009890 B1 EP 1009890B1
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EP
European Patent Office
Prior art keywords
building component
bridges
component according
building
side panels
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.)
Expired - Lifetime
Application number
EP99913025A
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English (en)
French (fr)
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EP1009890A1 (de
Inventor
Kris Minnen
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MINNEN, KRIS
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Minnen Kris
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8676—Wall end details

Definitions

  • the present invention concerns a building component for building a wall.
  • a building component of the type which at least consists of two side panels, made of foam plastic or such, which are kept at a distance from one another by means of links, such that a hollow wall structure can be made of these building components which is meant to be subsequently filled up with concrete or such, preferably with included reinforcement rods.
  • a disadvantage of this known embodiment is that a component linked to another one can not slide in a direction longitudinal to its own position, making it impossible to adjust the relative position of one component to another in any desired position when both are linked o each other.
  • Another disadvantage of the known embodiments consists in that the links between the side panels, which are usually formed of bridges embedded with their ends in the side panels, cannot be adjusted to the requirements which are often imposed by the construction to be formed.
  • the invention aims a building component of the type mentioned in the introduction, which offers the advantage that during the application, in other words as the walls are being erected, it can be used in a very universal manner and it can be easily adjusted to the requirements imposed by the construction to be erected. According to its preferred embodiment, the invention also aims a building component whereby one or several of the disadvantages of the above-mentioned known embodiments are excluded.
  • the present invention provides for a building component of the above-mentioned type, whereby this building component contains coupling elements on its top side and/or bottom side which make it possible to stack several of such building components on top of one another in a linked manner, which coupling elements make it possible to link the components in an axial position, whereby the coupling elements have the shape of a tooth and groove, which tooth contain at least some predefined removable parts, and whereby removing the removable parts of a first component procures space for the lips confining the groove of a second component that is to be linked in a crosswise manner or at right angles to said first component.
  • the invention concerns a building component which is also of the type mentioned in the introduction and which is further characterised in that the links between the side panels consist of bridges embedded with their ends in the material of the side panels and in that these bridges are equipped with means defining a matrix-shaped partitioning and which make it possible to remove several parts from the bridges concerned as required.
  • This offers the advantage that parts can be easily removed from the bridges so as to form for example recesses and/or passages for applying other parts of the construction, such as hollow vaults, concrete slabs, beams, etc.
  • the invention concerns a building component which is also of the type mentioned in the introduction and which is further characterised in that the above-mentioned links consist of bridges which are embedded with their ends in the material of the side panels which are provided with anchoring means at their ends, and in that these anchoring means are at least formed of passages which are provided in the ends of the bridge, in particular in the body of said bridge, whereby the inner sides of said passages form surfaces for absorbing the forces, or at least a large part of the forces which are created when the building component is filled up with concrete or such.
  • a bridge is obtained which offers many advantages.
  • a first advantage consists in that the total thickness of such a bridge can be considerably reduced in relation to the usual T-shaped flanges, which in turn offers the advantage that parts can be more easily removed from the side panels without the above-mentioned flanges forming an obstruction in any way.
  • Another advantage consists in that, according to a preferred embodiment, the bridges can be made very simple, as will become clear from the following description.
  • intermediate links extending over the entire shooting height, which usually amounts to half the height of a floor.
  • the intermediate links between the different rows of building components are hereby preferably provided between the bridges of the building components concerned.
  • the invention also concerns a building component 1 for making a wall 2, whereby this building component 1 at least consists of two side panels 4-5 made of foam plastic or such, which are kept at a distance from one another by means of links, in this case bridges 3, such that a hollow wall structure can be made of these building components 1 which can be filled up with concrete 6, as will be further described in detail.
  • the building component 1 is provided with coupling elements, 9 and 10 respectively, on its top side 7 and bottom side 8, which make it possible to stack several of such building components 1 on top of one another in a linked manner.
  • These coupling elements 9-10 which are preferably provided on the top edge and the lower edge of each of the two side panels 4-5, as represented, consist of profiles extending in the longitudinal direction, in particular in the shape of a tooth-shaped profile and a groove-shaped profile, hereafter simply called tooth 11 and groove 12.
  • one or several of these coupling elements is specifically provided with predefined, removable parts 13 which make it possible to connect and/or fit several of such building components 1 crosswise or at right angles.
  • predefined removable parts 13 are meant parts which can be easily removed without the side panels 4-5 running the risk of being damaged.
  • the predefined removable parts 13 are preferably made in the shape of break-out parts, in particular break-out parts which make it possible for specific parts to be broken out of every tooth 11 concerned.
  • the removable parts 13 are defined and formed by vertical transverse slots 14, as represented in detail in figure 4, such that the parts 13, by exerting a lateral force on them, can be broken off near their basis 15.
  • the removable parts 13 are made in the shape of continuous series extending in the longitudinal direction of the edges of the side panels 4-5.
  • the grooves 12 forming the coupling elements 10 are confined by lips 16.
  • profiles which make it possible to fix one or several partitions 19, in particular dividing walls and/or end walls, in the space 20 between the side panels 4-5.
  • these profiles preferably consist of vertical ribs 21 which make it possible to shift the partitions 19 between the side walls 4-5.
  • these ribs 21 are present over the entire length of the inner sides 17-18 in the represented preferred embodiment, it is clear that, according to a variant, they could possibly also be provided only near the free ends 22-23.
  • the building component 1, as represented, is built up modularly.
  • the axial distance A is taken as a basis, which is defined by the intervals at which the removable parts 13 are successively repeated.
  • 'modular' is now meant that the dimensions of the building component 1 meet one or several of the following, and preferably each of the following definitions:
  • the above-mentioned distance A will be 1.6 cm, as ideal proportions are obtained in this case for making thick walls on the one hand and for making the accompanying thin walls on the other hand.
  • the distance E will be preferably selected equal to nine times the distance A, whereas in the case of the thin walls, the distance E will be selected equal to five times the distance A.
  • the side panels 4-5 then have thicknesses D1 amounting to three times the distance A.
  • the distance A is preferably 1.6 cm, and thus also the teeth 11 have a width B1 of 1.6 cm, the standard dimension can also be selected differently. Nevertheless, the teeth 11 preferably have at least a width B1 of 1 cm. This ensures a stable coupling, without any risk for the teeth 11 to break off or fall apart under the influence of the lateral pressure as the concrete 6 is being poured.
  • the above-mentioned bridges 3 which are embedded in the usual manner with their ends 25-26 in the material of the side panels 4-5, are provided with means defining a matrix-shaped partitioning and which make it possible to remove several parts from the bridges 3 as desired, as a function of the need thereof.
  • the bridges 3 to this end have a connecting part 27 in the shape of a flange, and the above-mentioned means consist in that this flange is provided with a pattern of holes formed by a series of holes 28 which are preferably distributed over the surface of the flange according to an orthogonal grid.
  • These holes 28 make it possible to easily provide for connections between the holes 28, in less than no time and without too much caution, and thus to easily remove a part, for example an angle, from such a bridge 3.
  • a hot bolt 29 for example a soldering bolt
  • the above-mentioned means do not necessarily have to consist of a hole pattern.
  • dilutions of material can for example be provided in the connecting part 27 forming break lines, so that segments from the connecting part 27 can be broken off.
  • the bridges 3 can be equipped in the conventional manner with anchoring flanges 30 and seatings 31 for reinforcement rods 32. Further, the bridges 3 can be equipped with strengthening ribs 33.
  • the above-mentioned bridges 3 preferably consists of plastic, for example PVC or PE.
  • the foam plastic of which the side panels 4-5 are formed is preferably a plastic which is usually used as an insulation material, for example expanded polystyrene or polyurethane.
  • Figure 7 shows how the building components 1 are piled on top of one another, whereby they fit into one another with tooth and groove. It is clear that in the axial direction, in other words the longitudinal direction of the wall 2, they are not restricted to certain mutual positions.
  • reinforcement rods 32 are preferably snapped in or put down and fastened.
  • an insulated wall 2 is obtained on either side.
  • an ornamental gable 34 which can be connected to the wall 2 by means of wall ties which are not represented here. It is also possible to put a plastering against the wall 2.
  • Figure 8 shows how a connection at right angles can be made.
  • a number of parts 13 are hereby removed, in particular broken out, such that passages 15 are created in the teeth 11 concerned forming seatings for the above-mentioned lips 16.
  • the two represented building components 1 crosswise on top of one another, the whole is fit together as represented in figure 9. It is clear that in this way, both crossing walls 2 as well as walls 2 which are connected to one another in a T-shaped manner can be built.
  • FIG 8 further shows what a partition 19 may look like.
  • a partition 19 is also represented in figure 10 and consists of a plate-shaped element made of plastic foam or such which is provided with a groove 38 on at least two side edges 36-37, which grooves 38 can cooperate with the above-mentioned ribs 21.
  • a groove 39 may also be provided on the bottom side, whereas the top side is equipped with a tooth 40.
  • the partition 19 is provided by simply pushing it between the side panels 4-5.
  • the groove 39 and the tooth 40 of the partition 19 form an interlocking after the wall 2 has been mounted, whereby among others the building element 1 which is put crosswise in figure 8 is prevented from moving in the direction R.
  • the bridges 3 are put in such axial positions in the building element 1 that, when an angle is formed with two such building components 1, and, as represented in figure 10, a part of the material is cut out so as to form a passage 41, the outer bridges 3 are situated outside the extension of the reinforcement rods 32, so that no bridges 3 have to be cut out, and the part of the material 42 represented in figure 10 retains its strength, which is necessary in order to be able to provide a partition 19.
  • Figure 11 represents the construction on a floor slab 43. It is clear that in such a case, it may be necessary for a part of the material to be removed from the bridge 3, together with a part of the side panel 5 concerned. In this case, the matrix-shaped partitioning of the bridges 3 is given its due, as the part concerned of the bridge 3 can then very easily be removed, as represented in figure 5 and as already described above.
  • the bridges 3 can be made in different ways. According to a special characteristic, the total width B6 will be kept smaller than 1 cm, which offers the advantage that in constructions such as the one of figure 10, the passage 41 can be made even wider, without the bridge 3 situated immediately next to this passage 41 forming an obstacle.
  • the anchoring of the ends 25-26 in the material of the side panels 4-5 is no longer mainly realized by means of the anchoring flanges 30, but by providing passages 45 in the bridge 3, in particular in the body 44, whereby the inner side 46 of these passages 45 forms surfaces for absorbing the forces, or at least a large part of the forces, which are created when the building components 1 are filled up with concrete 6.
  • inner sides 46 are provided, offering a sufficiently large supporting surface, for example by providing a large number of embedded passages 45 and/or by making the thickness of the body 44, at least near the embedded parts, sufficiently thick.
  • the thickness of the body 44 which in the example of figure 14 coincides with the width B6, is preferably at least 4 mm, but preferably 1 cm at the most.
  • rows of perforations will preferably be applied for the above-mentioned passages 45, in particular two rows of perforations on each end 25-26.
  • Another major aspect for enlarging the total supporting surface consists in that, per side panel 4-5, passages 45 are provided which, in the width of the building component 1, define two or more supporting surfaces situated one after the other. This implies that, from the inside towards the outside, at least two supporting surfaces are formed one after the other, so that the total supporting surface with which the side panels 4-5 are retained as the concrete 6 is being poured in, doubles so to say. In the example of figure 14, this is also obtained thanks to the fact that on each end, 25-26 respectively, two rows of perforations are formed next to one another.
  • the bridges 3 will mainly consist of just a flat body 44 without any anchoring flanges 30. In this case, bridges 3 are obtained which form practically no obstacle when cutting out parts of material 42.
  • these bridges 3 consist of flat bodies 44 in the shape of flat discs which are cut off from an extruded profile 47, so that a very low-priced embodiment is obtained.
  • external collars 48 can be provided on the embedded passages 45, as represented in figures 16 and 17, which offers the advantage that the body 44 as such can remain relatively thin.
  • These collars 48 can for example be formed by thermally transforming the passages 45 concerned locally.
  • the tooth 11 and the groove 12 must not necessarily be placed in the middle of the side panels 4-5.
  • the tooth 11 may for example also be situated with one side in the extension of the side of the accompanying side panel 4 or 5, whereas the groove 12 is in this case confined by only one lip 16, and the other side of the groove 12 is then open.
  • the tooth 11 and the groove 12 may also be switched, or according to another possibility they may be switched on only one of both side panels 4 or 5.
  • the invention also concerns the above-described bridges 3, as a loose part, as well as the partitions 19.
  • Such bridges 3 take little space and can be easily made in one production unit and then be distributed, after which these bridges 3 can be used in different places to form the building components 1.
  • the partitions 19 may be provided with blocks 49 as indicated in figure 8, or other elements, for fixing windows, doors or such. This is particularly useful in those cases where the partitions 19 are designed to form the reveal of a door or window. These blocks 49 or other elements are partly fixed in the partition 19 and also partly protrude from it, so that they are secured in the concrete after it has hardened.
  • Figure 7 further gives an example of the intermediate links mentioned in the introduction.
  • this intermediate link consists of a tie rod 50 which meshes behind the bridges 3 concerned by means of hook-shaped parts 51 and 52 and which is provided with clamping means 53, such as a nut, for tightening the whole.
  • FIGs 3 and 10 schematically represent another variant in which the intermediate links consist of tie rods 54 which mesh behind the reinforcement rods 32 via supporting elements 55.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Laminated Bodies (AREA)
  • Bridges Or Land Bridges (AREA)
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Claims (20)

  1. Baukomponente zum Bauen von Wänden von der Art, die mindestens aus zwei Seitenplatten (4-5) besteht, hergestellt aus Kunststoff oder dergleichen, die durch Verbindungsglieder in einem Abstand voneinander gehalten werden, so dass mit diesen Baukomponenten eine Hohlwandstruktur hergestellt werden kann, die anschließend mit Beton (6) oder dergleichen gefüllt werden soll, wobei diese Baukomponente (1) Kopplungselemente (9-10) auf ihrer Oberseite (7) und/oder Unterseite (8) umfasst, die es ermöglichen, mehrere solcher Baukomponenten (1) in verbundener Weise aufeinander zu stapeln, welche Kopplungselemente (9-10) es ermöglichen, die Komponenten in einer axialen Position zu verbinden, dadurch gekennzeichnet, dass die Kopplungselemente (9-10) die Form eines Zahns (11) und einer Rille (12) aufweisen, welcher Zahn (11) wenigstens einige vordefinierte entfernbare Teile (13) enthält und wobei das Entfernen der entfernbaren Teile (13) einer ersten Komponente Raum schafft für die Lippen (16), die die Rille (12) einer zweiten Komponente eingrenzen, die kreuzweise oder rechtwinklig zur ersten Komponente verbunden werden soll.
  2. Baukomponente nach Anspruch 1, dadurch gekennzeichnet, dass die vordefinierten entfernbaren Teile (13) als Ausbruchteile ausgeführt sind.
  3. Baukomponente nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Kopplungselemente (9-10) aus Profilen bestehen, die sich in der Längsrichtung, die auf den Kanten der Seitenplatten (4-5) bereitgestellt sind, erstrecken.
  4. Baukomponente nach Anspruch 1, dadurch gekennzeichnet, dass der Zahn (11) eine Breite (B 1) von wenigstens 1 cm aufweist.
  5. Baukomponente nach Anspruch 1 oder 4, dadurch gekennzeichnet, dass die Rille (12) auf der Unterseite (8) bereitgestellt ist, während der Zahn (11) auf der Oberseite (7) liegt.
  6. Baukomponente nach Anspruch 1, 4 oder 5, dadurch gekennzeichnet, dass die vordefinierten entfernbaren Teile (13) aus Ausbruchteilen bestehen, die in dem Zahn (11) und/oder der Rille (12) bereitgestellt sind.
  7. Baukomponente nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die entfernbaren Teile (13) aus senkrechten Querschlitzen (14) bestehen, die wenigstens in der Höhe über einem oder mehreren der Kopplungselemente (9-10) bereitgestellt sind.
  8. Baukomponente nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Baukomponente (1) in modularer Weise gebaut ist.
  9. Baukomponente nach Ansprüchen 1 bis 8, dadurch gekennzeichnet, dass die vordefinierten entfernbaren Teile (13) axiale Intervalle definieren, die sich über einen gewissen Abstand (A) wiederholen, und dass die modulare Bauweise eines oder mehrere der folgenden Merkmale bereitstellt:
    in dem Fall, wo die beweglichen Teile (13) Teil eines zahnförmigen Kopplungselements (9) sind, ist die Breite (B1) des Zahns (11) gleich oder fast gleich dem oben genannten Abstand (A);
    im Fall von Kopplungselementen (9-10) in Form eines Zahns und einer Rille, haben die Lippen (16) die die Rille (12) eingrenzen, eine Breite (B3), die gleich oder fast gleich dem oben genannten Abstand (A) ist;
    in dem Fall, wo die Baukomponente (1) mit Rippen (21) und/oder Rillen (24) auf den Innenseiten (17-18) der Seitenplatten (4-5) zum Befestigen von Trennwänden (19) versehen ist, sind diese Rippen (21) und/oder Rillen (24) in Abständen (B4-B5), die deckungsgleich mit dem oben genannten Abstand (A) oder einem Vielfachen davon sind, zueinander angeordnet;
    der gegenseitige Abstand (E) zwischen den Kopplungselementen (10), die in die entfernbaren Teile (13) platziert werden, ist ein Vielfaches des oben genannten Abstands (A);
    die Dicke (D1) der Seitenplatten (4-5) beträgt 3/15 der Breite der Baukomponente (1);
    die Dicke (D1) der Seitenplatten (4-5) beträgt 3/11 der Breite der Baukomponente (1);
    der oben genannte Abstand (A) beträgt 1,6 cm.
  10. Baukomponente nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Verbindungen zwischen den Seitenplatten (4-5) aus Brücken (3) bestehen, die mit ihren Enden (25-26) in das Material der Seitenplatten (4-5) einbebettet sind, und dass diese Brücken (3) mit Mitteln versehen sind, die eine matrixförmige Trennwand definieren und die es ermöglichen, mehrere Teile nach Bedarf von den betreffenden Brücken (3) zu entfernen.
  11. Baukomponente nach Anspruch 10, dadurch gekennzeichnet, dass die Brücken (3) mit einem Verbindungsstück (27) in Form eines Flansches versehen sind und dass die oben genannten Mittel aus einem in diesem Flansch bereitgestellten Lochmuster bestehen.
  12. Baukomponente nach Ansprüchen 1 bis 9, dadurch gekennzeichnet, dass die oben genannten Verbindungen aus Brücken (3) bestehen, die mit ihren Enden in das Material der Seitenplatten (4-5) eingebettet sind, die an ihren Enden (25-26) mit Verankerungsmitteln versehen sind, und dass diese Verankerungsmittel wenigstens aus Durchlässen (45) gebildet sind, die in den Enden (25-26) der Brücke (3), insbesondere in dem Körper (44) der Brücke (3) bereitgestellt sind, wobei die Innenseiten (46) der Durchlässe (45) Oberflächen bilden, um die Kräfte oder wenigstens einen Großteil der Kräfte, die entstehen, wenn die Baukomponente (1) mit Beton (6) oder dergleichen gefüllt wird, absorbieren.
  13. Baukomponente nach Anspruch 12, dadurch gekennzeichnet, dass die Durchlässe (45), die für eine Verankerung in der Breite der Baukomponente (1) sorgen, wenigstens zwei oder mehr stützende Oberflächen bilden, die pro Seitenplatte (4-5) hintereinander liegen.
  14. Baukomponente nach Anspruch 12, dadurch gekennzeichnet, dass die oben genannten Verankerungsmittel aus Perforationen bestehen, vorzugsweise jeweils wenigstens zwei Perforationsreihen an jedem Ende (25-26) einer betreffenden Brücke (3).
  15. Baukomponente nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die oben genannten Verbindungen aus Brücken (3) bestehen, die mit ihren Enden (25-26) in das Material der Seitenplatten (4-5) eingebettet sind, und dass die Baukomponente (1) Brücken (3) umfasst, die aus einem flachen oder vorwiegend flachen Körper (44) bestehen, der folglich keine oder praktische keine Rippen (33) und/oder Verankerungsflansche (30) aufweist.
  16. Baukomponente nach Anspruch 15, dadurch gekennzeichnet, dass die oben genannten Brücken (3) aus vorwiegend flachen Körpern (44) in Form von Scheiben bestehen, die von einem extrudierten Profil (47) abgeschnitten sind.
  17. Baukomponente nach einem der Ansprüche 11 bis 16, dadurch gekennzeichnet, dass auf einem oder mehreren der oben genannten Durchlässe (45) und vorzugsweise auf allen eingebetteten Durchlässen (45) externe Kragen (48) auf einer oder beiden Seiten der betreffenden Brücken (3) bereitgestellt sind.
  18. Baukomponente nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass auf der Innenseite der Seitenplatten (4-5) senkrechte Rippen (21) bereitgestellt sind, die es ermöglichen, Trennwände (19) zwischen die Seitenplatten (4-5) zu schieben.
  19. Baukomponente nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die oben genannten Verbindungen aus Brücken (3) bestehen, die mit ihren Enden (25-26) in das Material der Seitenplatten (4-5) eingebettet sind, wobei die Gesamtbreite dieser Brücken (3) kleiner als 1 cm ist.
  20. Baukomponente nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Brücken (3) aus Kunststoff bestehen.
EP99913025A 1998-04-08 1999-04-07 Bauteil zum herstellen einer wand Expired - Lifetime EP1009890B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
BE9800269A BE1012980A3 (nl) 1998-04-08 1998-04-08 Bouwelement voor het realiseren van een wand en hulpstukken aangewend bij zulk bouwelement.
BE9800269 1998-04-08
PCT/BE1999/000046 WO1999053154A1 (en) 1998-04-08 1999-04-07 Building component for building a wall and accessories used for such a building component

Publications (2)

Publication Number Publication Date
EP1009890A1 EP1009890A1 (de) 2000-06-21
EP1009890B1 true EP1009890B1 (de) 2005-06-29

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EP99913025A Expired - Lifetime EP1009890B1 (de) 1998-04-08 1999-04-07 Bauteil zum herstellen einer wand

Country Status (6)

Country Link
EP (1) EP1009890B1 (de)
AT (1) ATE298822T1 (de)
BE (1) BE1012980A3 (de)
DE (1) DE69925974T2 (de)
ES (1) ES2245095T3 (de)
WO (1) WO1999053154A1 (de)

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Publication number Priority date Publication date Assignee Title
ES2167212B1 (es) * 2000-02-28 2004-09-01 Talleres J. Bocanegra E Hijos, S.L. Sistema de construccion de paramentos verticales de hormigon armado con aislante.
AU2003224338A1 (en) * 2002-12-30 2004-07-22 Laszlo Mathe Thermal insulated building element
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US8555583B2 (en) 2010-04-02 2013-10-15 Romeo Ilarian Ciuperca Reinforced insulated concrete form
US8756890B2 (en) 2011-09-28 2014-06-24 Romeo Ilarian Ciuperca Insulated concrete form and method of using same
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US9458637B2 (en) 2012-09-25 2016-10-04 Romeo Ilarian Ciuperca Composite insulated plywood, insulated plywood concrete form and method of curing concrete using same
US8877329B2 (en) 2012-09-25 2014-11-04 Romeo Ilarian Ciuperca High performance, highly energy efficient precast composite insulated concrete panels
ITPD20120378A1 (it) * 2012-12-14 2014-06-15 Gianni Moro Pannello modulare per realizzare casseri a perdere, particolarmente per la costruzione di pareti in calcestruzzo e sistema di casseri a perdere includente detto pannello
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ATE298822T1 (de) 2005-07-15
BE1012980A3 (nl) 2001-07-03
DE69925974D1 (de) 2005-08-04
ES2245095T3 (es) 2005-12-16
DE69925974T2 (de) 2006-05-04
WO1999053154A1 (en) 1999-10-21
EP1009890A1 (de) 2000-06-21

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