EP0648902A1 - Constructional element and method for its manufacture - Google Patents

Constructional element and method for its manufacture Download PDF

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Publication number
EP0648902A1
EP0648902A1 EP93202891A EP93202891A EP0648902A1 EP 0648902 A1 EP0648902 A1 EP 0648902A1 EP 93202891 A EP93202891 A EP 93202891A EP 93202891 A EP93202891 A EP 93202891A EP 0648902 A1 EP0648902 A1 EP 0648902A1
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EP
European Patent Office
Prior art keywords
component
individual parts
plate
components
component according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP93202891A
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German (de)
French (fr)
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EP0648902B1 (en
Inventor
Cornelis Gijsbert Roeleveld
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DOTIN BV
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DOTIN BV
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Filing date
Publication date
Application filed by DOTIN BV filed Critical DOTIN BV
Priority to AT93202891T priority Critical patent/ATE162259T1/en
Priority to DE59307996T priority patent/DE59307996D1/en
Priority to EP93202891A priority patent/EP0648902B1/en
Publication of EP0648902A1 publication Critical patent/EP0648902A1/en
Application granted granted Critical
Publication of EP0648902B1 publication Critical patent/EP0648902B1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/16Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of fibres, chips, vegetable stems, or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202Details of connections
    • E04B2002/0204Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0206Non-undercut connections, e.g. tongue and groove connections of rectangular shape
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256Special features of building elements
    • E04B2002/0263Building elements for making angled walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C2003/023Lintels

Definitions

  • the invention relates to a component from a starting mixture of 2 or more components and a method for its production, in particular in the field of building construction.
  • Building walls are usually made of brick or hollow blocks made of lightweight concrete or raised from in-situ concrete solidified between reusable formwork. Thermal and / or sound insulation must be carried out separately.
  • DE-OS 41 23 762 a lost formwork made of excess material, such as plaster or waste paper, is proposed for concrete construction, the formwork becoming the surface of the component to be created.
  • Compact composite materials are known for non-load-bearing parts, one component consisting of organic material, such as grass (DE-OS 39 21 337).
  • particles made exclusively from shredded recycling material are used, water glass being used as the sole binder.
  • Large-area components are known from DE-OS 24 26 593, the core of which, preferably made of reinforced concrete, is enclosed on its two narrow vertical surfaces and on its two large vertical surfaces by a jacket made of a resin-bonded material.
  • a major disadvantage is that such stones or wall building materials do not have the desired dimensional accuracy for two reasons: by shrinking and deforming the not yet set filling compound and the short production cycle and by using expensive molds that wear out over time, inaccurate dimensions arise , more or less deformed building materials, which must be subjected to labor-intensive post-processing at the installation site at the latest if they are to be used in dry construction, ie without mortar.
  • stones or wall materials can only be brought to the desired dimensional tolerances by milling or cutting the blanks up to 6 sides. In addition to a high reject rate, this also creates larger amounts of waste that must be disposed of.
  • the present invention aims to eliminate the disadvantages described above, in particular to create a variably configurable component and to provide a technically simple and inexpensive method for its production, using a material whose one main component is from a further main component or further main components deviates in its chemical, physical and / or strength properties; insofar as one of the main components consists of biomass, a larger spectrum of organic material, also in larger dimensions, should be able to be used, while reducing the amount of rejects and waste. Nevertheless, the component should be extremely dimensionally stable in the finished state, in particular not shrink, so that no post-processing is required, be dimensionally stable and more homogeneous than previous components made of comparable materials. In addition, it should be possible to carry out the respective production stages for preliminary products at the most cost-effective locations.
  • the component for example chamber-shaped, for building walls and ceilings, which can be designed variably in terms of its external and / or internal dimensions, consists of joined, no longer shrinking and dimensionally stable Individual parts as sub-units, which in turn originate from 1 larger unit, for example a plate, that creates a larger production process. Even if the starting material for panel production consists of 1 inorganic and 1 organic component, e.g. lightweight concrete and wood shavings, the individual parts with comparable properties lead to the desired finished component, whereby the advantageous properties that are used with panel production are listed in the individual parts the structured component of the desired size and dimensions are transferred.
  • 1 inorganic and 1 organic component e.g. lightweight concrete and wood shavings
  • the following cumulative advantages result in particular: Different components of the starting material can be varied to a greater extent; For example, biomaterial with longer dimensions can be used.
  • the plate production leads to more homogeneous preliminary products, which not least has an advantageous effect on the strength properties up to the finished product. Plate production can take place at the most cost-effective locations, as can further processing after a material-specific storage period for the raw plates. For mass production, part-specific recesses and shapes can already be taken into account in large-scale plate production.
  • the prefabricated components can be designed more variably, not only in terms of dimensions, but also the subunits, which, depending on the static requirements, also come from different raw panels with different chemical / physical and / or strength properties, thickness dimensions or layers.
  • the finished parts are extremely dimensionally stable, so that they are not labor-intensive Post-processing is required and thus no waste is generated, which in turn would have to be disposed of. Because no expensive molds are required, the manufacturing process can be carried out in stages and can be matched to the final dimensions of the finished component at any time, manufacturing is more cost-effective.
  • the individual parts are positively and / or non-positively brought into contact at their contact points and connected to each other, e.g. by gluing, through which also product-related dimensional tolerances can be compensated.
  • the upper, rougher and less dimensionally accurate side of the plate forms the inner surface and thus the contact point of the individual part on the finished component, while the smooth and dimensionally accurate side of the plate is the visible surface of the individual part and thus also in the finished component.
  • the adhesive connection for the conventional materials essentially consists of cement or resin or plastic.
  • the finished component preferably has a tongue and groove, via which it comes into engagement with adjacent components.
  • Product-improving additives can already be incorporated into the starting material or can also be applied to the individual parts or to the finished components at a later point in time.
  • For biomass it is advisable to add flame-retardant, water-repellent and strength-enhancing agents as early as possible.
  • improved heat and / or sound insulation preferably achieved by a support or a slide-in made of appropriate common materials.
  • the plate production itself can be carried out using known devices.
  • plastic or flowable starting material is placed in a mold or continuously in a mold on a plate line; the consolidation process takes place after compression by vibration / shaking and / or pressure by drying, drying and, if necessary, curing.
  • the individual parts are then expediently separated from the plate in the desired dimensions after a material-specific storage time and then joined and connected to the finished component.
  • the components according to the invention are superior to those made in the molds from comparable materials with regard to dimensional accuracy, stability, fracture resistance, resilience and variability, and from a cost perspective.
  • the advantageous properties for components of any dimensions can be used without changing the manufacturing and processing method.
  • the starting or casting material for the raw panels 2; 9 (Fig. 1 and 2) consists of 2 or more main components, which differ in their chemical and / or physical and / or strength properties.
  • Two components are, for example, wood chips and lightweight concrete, as they are known from the wood-concrete formwork blocks.
  • the one produced according to the invention in the example case from the 2 main components after compression and drying 1-layer raw panel 2; 9 is homogeneous and thus has the same properties.
  • the desired material properties of the individual parts are usually set through the selection of the casting materials.
  • Another possibility for influencing variations is also by controlling the production process itself, for example by casting the casting material as a function of time into the casting mold 1; 7 (Fig. 1 and 2) we are given that there is a kind of stratification.
  • a deliberate and pronounced 2-layer raw plate (Fig. 6) is usually achieved, for example, in that a casting material 22 on a in the form 1; 7 (Fig. 1 and 2) solidifying casting material 21 is given, which generally has other properties, be it that the type, proportion or number of the main components are varied.
  • a two-layer, homogeneous raw panel produced in one manufacturing process is produced, preferably for individual parts, which are intended for a reinforced outer panel on component 50-53 (FIG. 6), 56, 57, 59-61 (FIG. 8) .
  • a multi-layer raw panel, such as sandwich panel, can also be produced accordingly.
  • a rectangular component is formed from 2 identical outer / inner panels 6/6 'and 2 identical, shorter-dimensioned webs 11 without the distinction being made in the following for components which are intended for external walls, that the plate facing the outside of the outer wall should be the outer plate and the inside (room side) facing plate of the component inner plate if the two plates that surround the webs have the same thickness and the same material properties.
  • the invention allows that all individual parts, whether as an outer plate, inner plate or inner web or end inner web, with regard to material properties and thickness, to be matched to the respective requirements. This is emphasized only in the event that one side is specially reinforced on the outside / weather side and consists of 2 or more layers 6 in conjunction with 21/22 (FIG. 6).
  • typable components 50-63 are also described below with common short names.
  • Fig. 1 shows schematically the manufacturing process for the outer or inner plate 6 on the finished component 12 (Fig. 3).
  • a mixture of more than 1 component for the building material is placed in a casting mold 1 (FIG. 1a), the 1 main component of the starting material mixture being different from a further main component or further main components in its chemical, physical and / or strength properties differs.
  • Product-improving additives can also be incorporated.
  • the 1 main component consists of biomass, for example, and the other main component consists of lightweight concrete.
  • the mass in the mold 1 is then compressed and solidified by means of known devices for vibrating / shaking / drying (not shown) to form a raw plate 2 with the smooth bottom 4 and the somewhat rougher top 3 (FIG. 1b).
  • units 6 are released, preferably after a material-specific storage time.
  • the form-smooth underside 4 of the raw panel 2 or of the individual part / the outer / inner panel 6 becomes a visible surface on the component 12 (FIG. 3).
  • FIG. 2 shows an analogous procedure for producing the individual part 11 (FIG. 2d), which inner webs are to form on the component 12 (FIG. 3).
  • the special design, in the form of cutouts 10 in the example, can already be taken into account in the casting mold 7 by pimple-like elevations 8 (FIG. 2a), which leads to a raw plate 9 with corresponding cutouts 10 (FIG. 2b), the separating points 5 be chosen (Fig. 2c) so that individual parts 11 in the desired dimensions (Fig. 2d) can be removed, preferably also when the raw plate is dimensionally stable and no longer shrinks.
  • the individual parts are to have elevations and / or certain shapes, this can be accomplished by means of manufacturing molds which have corresponding depressions or shapes.
  • the material used for the individual parts 11, in the example for the inner webs 11, can differ from the material used for the outer or inner plates 6, in particular from a static point of view; the raw plate 9 can e.g. have a higher organic content than the raw plate 2 for the individual parts 6, or the raw plate 9 can have more main components in the starting material than the raw plate 2 and vice versa.
  • 3a shows the component 12 (FIG. 3b) in an exploded view, the individual parts 6 and 11 being used, the production process of which was discussed in connection with FIGS. 1 and 2.
  • the individual parts 6; 11 brought into contact at their connection points 14 and connected in a dimensionally stable manner, for example by gluing, essentially by means of cement or resin or Plastic.
  • the components 12 in turn can be assembled so that they engage in the manner of tongue and groove.
  • 3c shows a plurality of box-shaped components 12 in the form of a set-on wall 13.
  • FIG. 4 shows the component 12 (from FIG. 3) in a side view (FIGS. 4a and 4b) and a top view (FIG. 4c), with an additional material, for example insulation material 15.
  • additional material for example insulation material 15.
  • alternative end inner webs 16 with spring 17 and Groove 18 is provided so that, if necessary, positive locking can be supplemented by positive locking, of course not only at the respective ends of the component.
  • inner webs 11 can also have tongue and groove at their connection points, which is then also taken into account in the production process by means of appropriate casting molds.
  • FIG. 6 essentially shows modifications of the chamber-shaped, rectangular element of FIG. 3, 1 outer plate having a multilayer structure 21, 22. This is particularly recommended, for example, if one side of the plate is to be stressed differently than the other side of the same plate. If the component 50 between the inner webs 11 is to absorb an outer plate on the side facing the webs 11 and this layer 22 is made of wood and lightweight concrete, then a desired setting of the layer 21 to higher tensile forces can be brought about by the layer 21 contains longer / long wood chips and / or longer-fiber reeds or more of this biomass. Both layers are created in 1 continuous manufacturing process for manufacturing 1 raw board.
  • the inner webs 11 are preferably bordered on both sides by reinforced, two-layer outer panels. Further differences consist in the fact that, in the case of a so-called opening edge element 51, in contrast to the standard element with a multilayer reinforced outer plate, the end inner web 19 is flush with the outer plates.
  • the opening edge element 52 has an integrated belt roll winder box 20. This is also an example of the fact that one component can be integrated on another component.
  • the wall element 53 only has spacer brackets 23, so that it is particularly suitable for the solid core spout.
  • Components 12 ' are suitable for non-load-bearing inner walls, which do not have to have a chamber-like structure, in which, for example, 2 individual parts 6 of the same material enclose 1 unit 6' of a material of a different composition (FIG. 7), preferably in such a way that on a narrow and a groove on the long side and tongues are formed on the corresponding, opposite sides (FIGS. 7a-d).
  • FIG. 8 shows further components which are suitable for typing; These include, for example, pillar elements, square 54, round 55, bay wall element with multilayer outer and edge plate 56, corner wall element with multilayer outer and edge plate 57, arched arch element 58, ceiling edge element with multilayer outer plate 59, lintel element with multilayer outer plate 60, roller shutter box element with multilayer outer plate 61, Roof truss element with additional insulation 62.
  • these components are assembled from assembled, no longer shrinking and dimensionally stable individual parts as sub-units, which in turn come from a single or different raw panels with the same or different properties, the latter being created in 1 manufacturing process.
  • the material for the production of the raw plate can be varied, and the production process can be controlled so that a layer formation occurs (see, for example, components 50-53 in Fig. 6).
  • FIG. 9 shows a ceiling stone element 63b in a perspective view from below and in an exploded view (FIG. 63a).
  • the upper pressure plate 30 and a lower tension plate 33 enclose the outer bearing webs 31 and the central web 32.
  • the support webs 31 can be obtained by diagonal cutting from 1 raw plate.
  • a ceiling 64 can be prepared with the ceiling stone elements 63 (FIG. 9).
  • the subject of the invention can be used in the entire construction sector, including civil engineering .
  • the proposed solution is also suitable for interior construction, as far as the thickness of the Raw panels are set so that the dimensions provided for built-in closets and the like are observed.
  • the individual parts come from the same or different, u. U. multilayer raw panels, possibly with different layer thicknesses; the layers can be adjusted so that they are either more compressive or tensile. This in turn can be supported by intermediate layers made of plastic, metal or textile nets, the mixing behavior of the flowable layer being simultaneously reduced by the intermediate layers in the manufacturing process.

Abstract

The invention relates to a constructional element which is of variable design as far as its outer and/or inner dimensions are concerned and consists of a material comprising two or more components, in particular for building walls and floors, and a method for its manufacture. It is known to produce construction materials for as yet unwalls from wood concrete by casting and/or vibration. Dimensionally inaccurate, more or less deformed construction materials are produced, in particular, by shrinkage and deformation of the as yet unset filler. In accordance with the proposal of the invention, the disadvantages are eliminated in that the constructional element is made up of no-longer shrinking and dimensionally stable individual parts as sub-units; the individual parts themselves are severed from a larger unit, e.g. a slab produced in one manufacturing process, and connected in a positively locking and/or frictionally locking manner to produce the finished constructional element. <IMAGE>

Description

Die Erfindung betrifft ein Bauelement aus einem Ausgangsgemisch von 2 oder mehr Komponenten und ein Verfahren zu dessen Herstellung, insbesondere auf dem Gebiet der Gebäudeerstellung.The invention relates to a component from a starting mixture of 2 or more components and a method for its production, in particular in the field of building construction.

Gebäudewände werden üblicherweise aus Ziegel- oder Hohlblocksteinen aus Leichtbeton gemauert bzw. aus zwischen wiederverwendbaren Schalungen verfestigtem Ortbeton hochgezogen. Eine Wärme- und/oder Schalldämmung muß gesondert vorgenommen werden.Building walls are usually made of brick or hollow blocks made of lightweight concrete or raised from in-situ concrete solidified between reusable formwork. Thermal and / or sound insulation must be carried out separately.

In der DE-OS 41 23 762 wird für den Betonbau eine verlorene Schalung aus Überschußmaterial, wie Gips oder Altpapier, vorgeschlagen, wobei die Schalung Oberfläche des zu erstellenden Bauteils wird. Für nichttragende Teile sind kompakte Verbundmaterialien bekannt, wobei der eine Bestandteil aus organischem Material, wie Gras, besteht (DE-OS 39 21 337). Bei der einschichtigen Dämm-Leichtbau-Platte nach der DE-OS 41 14 755 werden Teilchen ausschließlich aus zerkleinertem Recycling-Material eingesetzt, wobei als alleiniges Bindemittel Wasserglas verwendet wird. Aus der DE-OS 24 26 593 sind großflächige Bauelemente bekannt, deren Kern, vorzugsweise aus armiertem Beton, auf seinen beiden schmalen Vertikalflächen und auf seinen beiden großflächigen Vertikalflächen von einem Mantel aus einem kunstharzgebundenen Material umschlossen ist.In DE-OS 41 23 762 a lost formwork made of excess material, such as plaster or waste paper, is proposed for concrete construction, the formwork becoming the surface of the component to be created. Compact composite materials are known for non-load-bearing parts, one component consisting of organic material, such as grass (DE-OS 39 21 337). In the single-layer lightweight insulation board according to DE-OS 41 14 755, particles made exclusively from shredded recycling material are used, water glass being used as the sole binder. Large-area components are known from DE-OS 24 26 593, the core of which, preferably made of reinforced concrete, is enclosed on its two narrow vertical surfaces and on its two large vertical surfaces by a jacket made of a resin-bonded material.

Bei Schalungssteinen, bei denen zumeist nach Trockenmauerung der durch diese Steine gebildete kammerförmige Hohlraum mit Beton verfüllt wird, geht man gleichfalls zunehmend dazu über, Ausgangsmaterial aus 2 Komponenten einzusetzen. So werden bei einem Holzbeton-Schalungsstein kurze Holzspäne mit Hilfe von Zement mineralisiert, wodurch bei Einsatz billiger Holzabfallprodukte die Wärmedämmung verbessert wird. Derartige Steine oder Wandbaustoffe werden im Guß- und/oder Rüttelverfahren mit Bodenfertiger, Karussell- oder ähnlichen Maschinen sowie einer ausreichenden Anzahl von hochwertigen Formen hergestellt. Deren Standzeit ist relativ kurz, da die Urmaße der Formen durch Abnutzung beim Verdichten des Füllgutes leiden. Besonders groß ist der Aufwand, wenn unterschiedliche Steintypen und Steinformen bereitgestellt werden sollen, z.B. Erkersteine.In the case of formwork blocks, in which the chamber-shaped cavity formed by these blocks is usually filled with concrete after dry bricking, there is also an increasing tendency to use starting material consisting of two components. In a wood-concrete formwork block, short wood shavings are mineralized with the help of cement, which improves the thermal insulation when using cheap wood waste products. Such stones or wall building materials are produced in a casting and / or vibrating process with floor pavers, carousel or similar machines and a sufficient number of high-quality molds. Their service life is relatively short because the original dimensions of the molds suffer from wear and tear when the filling material is compacted. The effort is particularly great if different stone types and stone shapes are to be provided, e.g. Bay stones.

Ein wesentlicher Nachteil ist, daß derartige Steine bzw. Wandbaustoffe jedenfalls aus zwei Gründen nicht die gewünschte Maßgenauigkeit haben: Durch Schrumpfung und Verformung der noch nicht abgebundenen Füllmasse sowie des kurzen Fertigungstaktes und durch Verwendung teurer Formen, die sich im Laufe der Zeit abnutzen, entstehen maßungenaue, mehr oder weniger verformte Baustoffe, welche spätestens am Montageort einer arbeitsintensiven Nachbearbeitung unterzogen werden müssen, wenn sie im Trockenaufbau, d.h. ohne Mörtel, verwendet werden sollen. Bei einem höheren Anforderungsprofil können nur durch bis zu 6-seitiges Fräsen oder Zuschneiden der Rohlinge Steine bzw. Wandbaustoffe auf die gewünschten Maßtoleranzen gebracht werden. Dabei entstehen außer einer hohen Ausschußrate noch größere Mengen an Abfall, der zu entsorgen ist. Ein weiterer Nachteil ist, daß sich bei der Herstellung der vorbekannten Steine in der Form die kleineren, zumeist auch schwereren und festeren Teilchen des elastischen, fließfähigen Ausgangsmaterials am Boden der Form absetzen, so daß ein Dichtegradient, auch über die Seitenfläche, von unten nach oben, auftritt, was sich nicht nur auf die Festigkeits-Eigenschaften ungünstig auswirkt; da jeder Stein nämlich auch auf seiner Sichtfläche inhomogen ist, bilden derartige Steine im Verbund eine inhomogene Außenfläche, wobei Zonen größere Dichte mit solchen geringerer Dichte abwechseln; dies ist unerwünscht, wenn z.B. eine Feuchtigkeitssperre nur mit einer größeren Dichte erzielt wird, was selbstverständlich voraussetzt, daß die aus den Steinen gebildete Gesamtfläche insgesamt die gleichen Eigenschaften aufweist. Durch die Festlegung auf 3-dimensionale, teuere Füllformen wird aber auch verhindert, daß Wandbaustoffe produziert werden, deren Wanddicke sich ausschließlich nach den statischen Erfordernissen richtet. Entstehen zudem im Verbund unterschiedliche Festigkeitszonen, kann dies dazu führen, daß bei kammerförmigen Steinen in den Schwächezonen Bruchstellen entstehen, an denen der in die Kammer gefüllte Ortbeton austreten kann. Da in Formen gefertigte Holzbeton-Schalungssteine im allgemeinen in den gängigen Abmessungen entsprechend den geltenden Normen hergestellt werden, ist in vielen Fällen vor Ort auch eine aufwendige Zurichtung der Steine auf die gewünschten Maße erforderlich. Überdies verhindern die vorbeschriebenen Verfahren aufgrund des großen Transportvolumens der Wandbaustoffe, bei relativ kleinem Rohstoffeinsatz, die Fertigung an Standorten mit geringen Material- und Lohnkosten. Auch sind neuere Grundrohstoffe, wie z.B. Super-Schilfgras, schwer oder gar nicht verwendbar, wenn überhaupt, nur sehr zerkleinert.A major disadvantage is that such stones or wall building materials do not have the desired dimensional accuracy for two reasons: by shrinking and deforming the not yet set filling compound and the short production cycle and by using expensive molds that wear out over time, inaccurate dimensions arise , more or less deformed building materials, which must be subjected to labor-intensive post-processing at the installation site at the latest if they are to be used in dry construction, ie without mortar. With a higher requirement profile, stones or wall materials can only be brought to the desired dimensional tolerances by milling or cutting the blanks up to 6 sides. In addition to a high reject rate, this also creates larger amounts of waste that must be disposed of. Another The disadvantage is that in the manufacture of the known stones in the mold, the smaller, mostly also heavier and firmer particles of the elastic, flowable starting material settle at the bottom of the mold, so that a density gradient occurs, also over the side surface, from bottom to top , which has an adverse effect not only on the strength properties; since each stone is inhomogeneous on its visible surface, such stones form an inhomogeneous outer surface in the composite, zones of greater density alternating with those of lower density; this is undesirable if, for example, a moisture barrier is only achieved with a greater density, which of course presupposes that the total area formed from the stones has the same properties overall. However, the definition of 3-dimensional, expensive filling forms also prevents wall building materials from being produced whose wall thickness is based exclusively on the static requirements. If, in addition, different strength zones arise in the bond, this can lead to fracture points in the weak zones of chamber-shaped stones, at which the in-situ concrete filled in the chamber can escape. Since wood-concrete formwork blocks made in molds are generally manufactured in the usual dimensions in accordance with the applicable standards, in many cases a complex preparation of the stones to the desired dimensions is required on site. Furthermore, due to the large transport volume of the wall building materials and the relatively small amount of raw materials used, the above-described processes prevent production at locations with low material and labor costs. Newer raw materials, such as super reed grass, are also heavy or not usable, if at all, only very crushed.

Die vorliegende Erfindung zielt darauf ab, die vorbeschriebenen Nachteile zu beseitigen, insbesondere ein variabel gestaltbares Bauelement zu schaffen und hierfür ein technisch einfaches und kostengünstiges Verfahren zu seiner Herstellung bereitzustellen, wobei ein Werkstoff zum Einsatz kommt, dessen einer Hauptbestandteil von einem weiteren Hauptbestandteil oder weiteren Hauptbestandteilen in seinen chemischen, physikalischen und/oder Festigkeits-Eigenschaften abweicht; soweit der eine Hauptbestandteil aus Biomasse besteht, soll ein größeres Spektrum von organischem Material, zudem in größeren Abmessungen, zur Anwendung kommen können, bei gleichzeitiger Reduzierung der Ausschuß- und Abfallmenge. Gleichwohl soll das Bauelement im Fertigzustand äußerst maßhaltig sein, insbesondere nicht schrumpfen, so daß keine Nachbearbeitung erforderlich ist, formstabil und homogener sein als bisherige Bauelemente aus vergleichbaren Werkstoffen. Darüber hinaus soll die Möglichkeit bestehen, die jeweiligen Fertigungsstufen für Vorprodukte an den jeweils kostengünstigsten Standorten auszuführen.The present invention aims to eliminate the disadvantages described above, in particular to create a variably configurable component and to provide a technically simple and inexpensive method for its production, using a material whose one main component is from a further main component or further main components deviates in its chemical, physical and / or strength properties; insofar as one of the main components consists of biomass, a larger spectrum of organic material, also in larger dimensions, should be able to be used, while reducing the amount of rejects and waste. Nevertheless, the component should be extremely dimensionally stable in the finished state, in particular not shrink, so that no post-processing is required, be dimensionally stable and more homogeneous than previous components made of comparable materials. In addition, it should be possible to carry out the respective production stages for preliminary products at the most cost-effective locations.

Erfindungsgemäß werden die Probleme durch die Maßnahmen gelöst, welche in den Ansprüchen vorgeschlagen sind, die gleichfalls Bestandteil der Beschreibung sind.According to the invention, the problems are solved by the measures proposed in the claims, which are also part of the description.

Das in seinen Außen- und/oder Innenabmessungen variabel gestaltbare, beispielsweise kammerförmige, Bauelement für Gebäudewände und Decken besteht aus zusammengefügten, nicht mehr schrumpfenden und formstabilen Einzelteilen als Untereinheiten, die ihrerseits aus 1 größeren, in 1 Fertigungsprozeß erstellen größeren Einheit, z.B. Platte, stammen. Auch wenn das Ausgangsmaterial für die Plattenherstellung aus 1 anorganischen und 1 organischen Komponente, z.B. Leichtbeton und Holzspänen, besteht, führen die Einzelteile mit vergleichbaren Eigenschaften zu dem gewünschten fertigen Bauelement, wobei die vorteilhaften Eigenschaften, welche mit der Plattenherstellung ausgenutzt werden, über die Einzelteile auf das strukturierte Bauelement der gewünschten Größe und Abmessung übertragen werden.The component, for example chamber-shaped, for building walls and ceilings, which can be designed variably in terms of its external and / or internal dimensions, consists of joined, no longer shrinking and dimensionally stable Individual parts as sub-units, which in turn originate from 1 larger unit, for example a plate, that creates a larger production process. Even if the starting material for panel production consists of 1 inorganic and 1 organic component, e.g. lightweight concrete and wood shavings, the individual parts with comparable properties lead to the desired finished component, whereby the advantageous properties that are used with panel production are listed in the individual parts the structured component of the desired size and dimensions are transferred.

Gegenüber der Herstellung in der Gußform ergeben sich insbesondere folgende, kumulative Vorteile: Unterschiedliche Komponenten des Ausgangsmaterials können in höherem Maße variiert werden; z.B. läßt sich Biomaterial mit längeren Abmessungen einsetzen. Die Plattenherstellung führt zu homogeneren Vorprodukten, was sich nicht zuletzt auch vorteilhaft auf die Festigkeits-Eigenschaften bis hin zum Fertigprodukt auswirkt. Die Plattenherstellung kann an den jeweils kostengünstigsten Standorten erfolgen, ebenso die Weiterverarbeitung nach einer materialspezifischen Lagerzeit der Rohplatten. Für die Massenherstellung können teilespezifische Aussparungen und Formgebungen bereits bei der Großplattenproduktion berücksichtigt werden. Die Fertigbauelemente können variabler gestaltet werden, nicht nur was die Abmessungen anbelangt, sondern auch die Untereinheiten, welche je nach den statischen Erfordernissen auch aus verschiedenen Rohplatten mit unterschiedlichen chemischen/physikalischen und/oder Festigkeits-Eigenschaften, Dickenabmessungen oder auch Schichten stammen. Insbesondere sind die Fertigteile äußerst maßhaltig, so daß auch keine lohnintensive Nachbearbeitung erforderlich wird und damit auch kein Abfall entsteht, der seinerseits entsorgt werden müßte. Dadurch, daß keine teuren Formen erforderlich sind, der Fertigungsprozeß stufenweise durchgeführt und jederzeit auf die Endmaße des fertigen Bauelements abgestimmt werden kann, ist die Fertigung kostengünstiger.Compared to the production in the casting mold, the following cumulative advantages result in particular: Different components of the starting material can be varied to a greater extent; For example, biomaterial with longer dimensions can be used. The plate production leads to more homogeneous preliminary products, which not least has an advantageous effect on the strength properties up to the finished product. Plate production can take place at the most cost-effective locations, as can further processing after a material-specific storage period for the raw plates. For mass production, part-specific recesses and shapes can already be taken into account in large-scale plate production. The prefabricated components can be designed more variably, not only in terms of dimensions, but also the subunits, which, depending on the static requirements, also come from different raw panels with different chemical / physical and / or strength properties, thickness dimensions or layers. In particular, the finished parts are extremely dimensionally stable, so that they are not labor-intensive Post-processing is required and thus no waste is generated, which in turn would have to be disposed of. Because no expensive molds are required, the manufacturing process can be carried out in stages and can be matched to the final dimensions of the finished component at any time, manufacturing is more cost-effective.

Gemäß der Erfindung können also die unterschiedlichsten Anforderungen überraschenderweise zusammen erfüllt werden. Die Einzelteile werden form- und/oder kraftschlüssig an ihren Kontaktstellen zur Anlage gebracht und miteinander verbunden, z.B. durch Klebung, durch welche auch produktbedingte Maßtoleranzen ausgeglichen werden können. Vorzugsweise bildet die obere, rauhere und weniger maßgenaue Seite der Platte die innere Oberfläche und damit Kontaktstelle des Einzelteils am fertigen Bauelement, während die schalglatte und maßgenaue Seite der Platte Sichtfläche des Einzelteils und damit auch im fertig gefügten Bauelement ist. Im einfachsten Fall besteht die Klebeverbindung für die herkömmlichen Werkstoffe im wesentlichen aus Zement oder Harz oder Kunststoff. Das fertige Bauelement weist vorzugsweise Nut und Feder auf, über die es mit benachbarten Bauelementen in Eingriff kommt.According to the invention, the most varied of requirements can surprisingly be met together. The individual parts are positively and / or non-positively brought into contact at their contact points and connected to each other, e.g. by gluing, through which also product-related dimensional tolerances can be compensated. Preferably, the upper, rougher and less dimensionally accurate side of the plate forms the inner surface and thus the contact point of the individual part on the finished component, while the smooth and dimensionally accurate side of the plate is the visible surface of the individual part and thus also in the finished component. In the simplest case, the adhesive connection for the conventional materials essentially consists of cement or resin or plastic. The finished component preferably has a tongue and groove, via which it comes into engagement with adjacent components.

Produktverbessernde Zusätze können bereits in das Ausgangsmaterial eingearbeitet sein oder können auch zu einem späteren Zeitpunkt an den Einzelteilen oder an den fertigen Bauelementen aufgebracht werden. Für die Biomasse empfiehlt es sich, flammhemmende, wasserabweisende und die Festigkeits-Eigenschaft verbessernde Mittel möglichst frühzeitig zuzugeben. Demgegenüber wird eine verbesserte Wärme- und/oder Schalldämmung vorzugsweise durch eine Auflage oder einen Einschub aus entsprechenden gängigen Materialien erzielt.Product-improving additives can already be incorporated into the starting material or can also be applied to the individual parts or to the finished components at a later point in time. For biomass, it is advisable to add flame-retardant, water-repellent and strength-enhancing agents as early as possible. In contrast, improved heat and / or sound insulation preferably achieved by a support or a slide-in made of appropriate common materials.

Die Plattenherstellung selbst kann mittels bekannter Vorrichtungen erfolgen. Dazu wird plastisches bzw. fließfähiges Ausgangsmaterial in eine Form gegeben oder kontinuierlich in eine Form auf einer Plattenstraße; der Verfestigungsprozeß erfolgt nach Verdichtung durch Vibration/Rütteln und/oder Druck über Antrocknen, Trocknen und ggf. Aushärtung. Zweckmäßigerweise werden dann nach einer materialspezifischen Lagerzeit aus der Platte die Einzelteile in den gewünschten Abmessungen herausgetrennt und anschließend zum fertigen Bauelement gefügt und verbunden. Die erfindungsgemäßen Bauelemente sind den in den Gußformen erstellten aus vergleichbaren Werkstoffen hinsichtlich Maßhaltigkeit, Stabilität, Bruchsicherheit, Belastbarkeit und Variierbarkeit sowie unter Kostengesichtspunkten überlegen. Ohne Umstellung der Herstellungs- und Bearbeitungsmethode können die vorteilhaften Eigenschaften für Bauelemente in beliebigen Abmessungen genutzt werden.The plate production itself can be carried out using known devices. For this purpose, plastic or flowable starting material is placed in a mold or continuously in a mold on a plate line; the consolidation process takes place after compression by vibration / shaking and / or pressure by drying, drying and, if necessary, curing. The individual parts are then expediently separated from the plate in the desired dimensions after a material-specific storage time and then joined and connected to the finished component. The components according to the invention are superior to those made in the molds from comparable materials with regard to dimensional accuracy, stability, fracture resistance, resilience and variability, and from a cost perspective. The advantageous properties for components of any dimensions can be used without changing the manufacturing and processing method.

Nachfolgend wird die Erfindung anhand von Zeichnungen an Ausführungsbeispielen näher erläutert. Es zeigen vorzugsweise in perspektivischer Sicht:

Fig. 1:
Herstellungsablauf zur Fertigung einer Rohplatte als Außen-/Innenplatte des erfindungsgemäßen Bauelements,
Fig. 2:
Herstellungsablauf zur Fertigung einer Rohplatte mit Aussparungen als Innenstege,
Fig. 3
Bauelement aus Außen-/Innenplatten nach Fig. 1 und Innenstegen nach Fig. 2 sowie mehrere Bauelemente als Wandbaustoff im Verbund,
Fig. 4
Details des Bauelements nach Fig. 3 in Seiten- und Draufsicht, mit integrierten Wärmeschutz
Fig. 5
Alternative für Endinnenstege i.V.m. Bauelement nach Fig. 3 und 4,
Fig. 6
Abwandlungen des rechteckförmigen Standardelements nach Fig. 3, wobei eine Außenplatte aus 2 Schichten aus je 2 verschiedenen Materialien als Hauptbestandteilen besteht, die in 1 kontinuierlichen Herstellungsprozeß zu 1 verstärkten Grundplatte verarbeitet sind,
Fig. 7
Standardbauelement ohne Kammern, 3-lagig, insbes. für nicht tragende Innenwände,
Fig. 8
typisierbare Bauelementvarianten,
Fig. 9
Deckensteinelement und damit gefertigte Decke.
The invention is explained in more detail below with reference to drawings of exemplary embodiments. In a perspective view, they preferably show:
Fig. 1:
Manufacturing process for the production of a raw plate as an outer / inner plate of the component according to the invention,
Fig. 2:
Manufacturing process for the production of a raw plate with recesses as inner webs,
Fig. 3
Component made of outer / inner panels according to FIG. 1 and inner webs according to FIG. 2 as well as several components as a wall building material in the composite,
Fig. 4
3 in side and top view, with integrated heat protection
Fig. 5
Alternative for end inner webs in conjunction with the component according to FIGS. 3 and 4,
Fig. 6
3, wherein an outer plate consists of 2 layers of 2 different materials as main components, which are processed in 1 continuous manufacturing process to 1 reinforced base plate,
Fig. 7
Standard component without chambers, 3-ply, especially for non-load-bearing interior walls,
Fig. 8
typable component variants,
Fig. 9
Ceiling stone element and thus made ceiling.

Das Ausgangs- oder Gußmaterial für die Rohplatten 2; 9 (Fig. 1 und 2) besteht aus 2 oder mehr Hauptbestandteilen, die sich in ihren chemischen und/oder physikalischen und/oder Festigkeits-Eigenschaften unterscheiden. Bei 2 Komponenten handelt es sich beispielsweise um Holzspäne und Leichtbeton, wie sie von den Holzbeton-Schalungssteinen her bekannt sind. Die gemäß der Erfindung im Beispielsfall aus den 2 Hauptbestandteilen nach Verdichten und Trocknen gefertigte 1-schichtige Rohplatte 2; 9 ist homogen und hat somit gleiche Eigenschaften. Aus diesem Baustoff oder Werkstoff werden die Einzelteile 6 (Fig. 1), 6' (Fig. 7), 11 (Fig. 2), 16 (Fig. 5), 19 (Fig. 6), 30-33 (Fig. 9) herausgetrennt, welche dann die entsprechenden technischen Eigenschaften des verfestigten Rohplattenmaterials haben. Die gewünschten Materialeigenschaften der Einzelteile werden in der Regel durch die Auswahl der Gußmaterialien eingestellt. Eine weitere Einflußmöglichkeit für Variationen besteht aber auch durch die Steuerung des Fertigungsablaufs selbst, indem beispielsweise das Gußmaterial als Funktion der Zeit so in die Gußform 1; 7 (Fig. 1 und 2) gegeben wir, daß sich eine Art Schichtenbildung ergibt. Eine gewollte und ausgeprägte 2-schichtige Rohplatte (Fig. 6) wird in der Regel aber beispielsweise dadurch erzielt, daß ein Gußmaterial 22 auf ein in der Form 1; 7 (Fig. 1 und 2) sich verfestigendes Gußmaterial 21 gegeben wird, welches im allgemeinen andere Eigenschaften hat, sei es, daß Art, Anteil oder Zahl der Hauptbestandteile variiert sind. Auf diese Weise entsteht eine 2-schichtige in 1 Fertigungsprozeß hergestellte, homogene Rohplatte, vorzugsweise für Einzelteile, welche für eine verstärkte Außenplatte am Bauelement 50-53 (Fig. 6), 56, 57, 59-61 (Fig. 8) bestimmt sind. Entsprechend kann auch eine mehrschichtige Rohplatte, wie Sandwich-Platte, gefertigt werden.The starting or casting material for the raw panels 2; 9 (Fig. 1 and 2) consists of 2 or more main components, which differ in their chemical and / or physical and / or strength properties. Two components are, for example, wood chips and lightweight concrete, as they are known from the wood-concrete formwork blocks. The one produced according to the invention in the example case from the 2 main components after compression and drying 1-layer raw panel 2; 9 is homogeneous and thus has the same properties. The individual parts 6 (FIG. 1), 6 '(FIG. 7), 11 (FIG. 2), 16 (FIG. 5), 19 (FIG. 6), 30-33 (FIG. 9) separated out, which then have the corresponding technical properties of the solidified raw sheet material. The desired material properties of the individual parts are usually set through the selection of the casting materials. Another possibility for influencing variations is also by controlling the production process itself, for example by casting the casting material as a function of time into the casting mold 1; 7 (Fig. 1 and 2) we are given that there is a kind of stratification. A deliberate and pronounced 2-layer raw plate (Fig. 6) is usually achieved, for example, in that a casting material 22 on a in the form 1; 7 (Fig. 1 and 2) solidifying casting material 21 is given, which generally has other properties, be it that the type, proportion or number of the main components are varied. In this way, a two-layer, homogeneous raw panel produced in one manufacturing process is produced, preferably for individual parts, which are intended for a reinforced outer panel on component 50-53 (FIG. 6), 56, 57, 59-61 (FIG. 8) . A multi-layer raw panel, such as sandwich panel, can also be produced accordingly.

Bei Einzelteilen 6, 6'; 11; 16; 19; 30-33, welche gemäß der Erfindung aus Rohplatten 2; 9 mit definierten Eigenschaften und bestimmter Dicke herausgetrennt und zum fertigen Bauelement 12 (Fig. 3), 12' (Fig. 7); 20 (Fig. 6); 50-53 (Fig. 6); 54-62 (Fig. 8); 63 (Fig. 9) in den gewünschten Abmesssungen zusammengefügt werden, soll, soweit nachfolgend vorzugsweise kammerförmige Bauelemente 12; 20; 50-63 erörtert werden, zwischen Außen-/Innenplatten 6, 6' und Stegen 11 als übergeordneten Begriffen unterschieden werden. Jedes aus der Rohplatte 2; 9 herausgetrennte Teil hat eine schalglatte Seite 4 (Fig. 1), welche vorzugsweise Außen- oder Sichtfläche wird, und eine rauhere Innenseite 3, welche sich als Verbindungsstelle 14 (Fig. 4) zur Fügung der Einzelteile eignet. Außenseite ist aber auch diejenige Seite des Bauelements, welche z.B. der Wetterseite am Bauwerk zugewandt ist, während als Innenplatten 6' der Einfachheit halber diejenigen Platten am Bauelement bezeichnet werden, welche in umbauten Räumen, z.B. für Innenwände, zum Einsatz kommen. Es versteht sich, daß auch die Innenplatten 6' eine Innen- und Außen-/Sichtseite haben. Davon sollen diejenigen, zumeist kürzer dimensionierten Einzelteile unterschieden und als Stege/Innenstege 11 (Fig. 2-4)/Endinnenstege 16 (Fig. 5) bezeichnet werden, welche bei kammerförmigen Bauelementen von den Außen- oder Innenplatten 6 (Fig. 3) eingefaßt werden. Im einfachsten Fall wird in dieser Bezeichnungsweise ein rechteckförmiges Bauelement von 2 gleichen Außen-/Innenplatten 6/6' und 2 gleichen, kürzer dimensionierten Stegen 11 gebildet, ohne daß im folgenden bei Bauelementen, welche für Außenwände bestimmt sind, stets die Unterscheidung getroffen wird, daß die Platte, welche der Außenseite der Außenwand zugewandt ist, Außenplatte sein soll und die der Innenseite (Raumseite) zugewandte Platte des Bauelements Innenplatte, wenn die beiden Platten, welche die Stege einfassen, gleiche Dicke und gleiche Materialeigenschaften haben. Selbstverständlich läßt es die Erfindung zu, daß sämtliche Einzelteile, sei es als Außenplatte, Innenplatte oder Innensteg oder Endinnensteg, hinsichtlich Materialeigenschaften und Stärke auf die jeweiligen Erfordernisse abgestimmt werden. Lediglich in dem Fall, daß die eine Seite speziell Außen-/Wetterseite verstärkt und aus 2 oder mehr Schichten 6 i.V.m. 21/22 (Fig. 6) bestehen soll, wird dies hervorgehoben. Zur besseren Unterscheidung werden zudem nachfolgend typisierbare Bauelemente 50-63 mit gängigen Kurzbezeichnungen umschrieben.For individual parts 6, 6 ';11;16;19; 30-33, which according to the invention from raw plates 2; 9 with defined properties and a certain thickness and separated to the finished component 12 (FIG. 3), 12 '(FIG. 7); 20 (Fig. 6); 50-53 (Fig. 6); 54-62 (Fig. 8); 63 (FIG. 9) are put together in the desired dimensions, should, as far as preferably chamber-shaped components 12; 20; 50-63 are discussed, a distinction is made between outer / inner plates 6, 6 'and webs 11 as superordinate terms. Each from the raw plate 2; 9 separated part has a smooth side 4 (Fig. 1), which is preferably the outside or visible surface, and a rougher inside 3, which is suitable as a connection point 14 (Fig. 4) for joining the individual parts. The outside is also the side of the component that faces, for example, the weather side of the building, while for the sake of simplicity inner panels 6 'refer to those panels on the component that are used in enclosed spaces, for example for interior walls. It is understood that the inner plates 6 'also have an inner and outer / visible side. A distinction should be made between those, usually shorter, individual parts and referred to as webs / inner webs 11 (FIGS. 2-4) / end inner webs 16 (FIG. 5) which are enclosed by the outer or inner plates 6 (FIG. 3) in the case of chamber-shaped components become. In the simplest case, in this designation, a rectangular component is formed from 2 identical outer / inner panels 6/6 'and 2 identical, shorter-dimensioned webs 11 without the distinction being made in the following for components which are intended for external walls, that the plate facing the outside of the outer wall should be the outer plate and the inside (room side) facing plate of the component inner plate if the two plates that surround the webs have the same thickness and the same material properties. Of course, the invention allows that all individual parts, whether as an outer plate, inner plate or inner web or end inner web, with regard to material properties and thickness, to be matched to the respective requirements. This is emphasized only in the event that one side is specially reinforced on the outside / weather side and consists of 2 or more layers 6 in conjunction with 21/22 (FIG. 6). For better distinction, typable components 50-63 are also described below with common short names.

Fig. 1 zeigt schematisch den Fertigungsablauf für die Außen- oder Innenplatte 6 am fertigen Bauelement 12 (Fig. 3). In eine Gußform 1 (Fig. 1a) wird eine Mischung aus mehr als 1 Komponente für den Baustoff bzw. Werkstoff gegeben, wobei sich der 1 Hauptbestandteil der Ausgangsmaterialmischung von einem weiteren Hauptbestandteil oder weiteren Hauptbestandteilen in seinen chemischen, physikalischen und/oder Festigkeits-Eigenschaften unterscheidet. Weiterhin können produktverbessernde Zusätze eingearbeitet sein. Werden 2 Komponenten verwendet, dann besteht der 1 Hauptbestandteil beispielsweise aus Biomasse, der andere Hauptbestandteil aus Leichtbeton. Sodann wird die Masse in der Form 1 mittels nicht dargestellten, bekannten Vorrichtungen zum Vibrieren/Rütteln/Trocknen zu einer Rohplatte 2 mit der schalglatten Unterseite 4 und der etwas rauheren Oberseite 3 verdichtet und verfestigt (Fig. 1b). An den markierten Trennstellen 5 (Fig. 1c) werden Einheiten 6 (Fig. 1d), vorzugsweise nach einer materialspezifischen Lagerzeit, herausgelöst. In der Regel wird die schalglatte Unterseite 4 der Rohplatte 2 bzw. des Einzelteils/der Außen-/Innenplatte 6 Sichtfläche am Bauelement 12 (Fig. 3).Fig. 1 shows schematically the manufacturing process for the outer or inner plate 6 on the finished component 12 (Fig. 3). A mixture of more than 1 component for the building material is placed in a casting mold 1 (FIG. 1a), the 1 main component of the starting material mixture being different from a further main component or further main components in its chemical, physical and / or strength properties differs. Product-improving additives can also be incorporated. If 2 components are used, the 1 main component consists of biomass, for example, and the other main component consists of lightweight concrete. The mass in the mold 1 is then compressed and solidified by means of known devices for vibrating / shaking / drying (not shown) to form a raw plate 2 with the smooth bottom 4 and the somewhat rougher top 3 (FIG. 1b). At the marked separation points 5 (FIG. 1c), units 6 (FIG. 1d) are released, preferably after a material-specific storage time. As a rule, the form-smooth underside 4 of the raw panel 2 or of the individual part / the outer / inner panel 6 becomes a visible surface on the component 12 (FIG. 3).

Fig. 2 zeigt eine analoge Verfahrensweise zur Herstellung des Einzelteils 11 (Fig. 2d), welche Innenstege am Bauelement 12 (Fig. 3) bilden sollen. Die besondere Gestaltung, im Beispielsfall in Form von Aussparungen 10, kann bereits in der Gußform 7 durch noppenartige Erhöhungen 8 berücksichtigt werden (Fig. 2a), was zu einer Rohplatte 9 mit entsprechenden Aussparungen 10 führt (Fig. 2b), wobei die Trennstellen 5 so gewählt werden (Fig. 2c), daß Einzelteile 11 in den gewünschten Abmessungen (Fig. 2d) herauslösbar sind, vorzugsweise ebenfalls dann, wenn die Rohplatte formstabil ist und nicht mehr schrumpft. Sollen die Einzelteile hingegen Erhöhungen und/oder bestimmte Formgebungen aufweisen, dann läßt sich dies durch Herstellungsformen bewerkstelligen, welche korrespondierende Vertiefungen bzw. Formungen aufweisen. Das für die Einzelteile 11, im Beispielsfall für die Innenstege 11, eingesetzte Material kann insbesondere unter statischen Gesichtspunkten von dem für die Außen- oder Innenplatten 6 eingesetzten Material abweichen; so kann die Rohplatte 9 z.B. einen höheren organischen Anteil aufweisen als die Rohplatte 2 für die Einzelteile 6, oder die Rohplatte 9 kann mehr Hauptbestandteile im Ausgangsmaterial aufweisen als die Rohplatte 2 und umgekehrt.FIG. 2 shows an analogous procedure for producing the individual part 11 (FIG. 2d), which inner webs are to form on the component 12 (FIG. 3). The special design, in the form of cutouts 10 in the example, can already be taken into account in the casting mold 7 by pimple-like elevations 8 (FIG. 2a), which leads to a raw plate 9 with corresponding cutouts 10 (FIG. 2b), the separating points 5 be chosen (Fig. 2c) so that individual parts 11 in the desired dimensions (Fig. 2d) can be removed, preferably also when the raw plate is dimensionally stable and no longer shrinks. If, on the other hand, the individual parts are to have elevations and / or certain shapes, this can be accomplished by means of manufacturing molds which have corresponding depressions or shapes. The material used for the individual parts 11, in the example for the inner webs 11, can differ from the material used for the outer or inner plates 6, in particular from a static point of view; the raw plate 9 can e.g. have a higher organic content than the raw plate 2 for the individual parts 6, or the raw plate 9 can have more main components in the starting material than the raw plate 2 and vice versa.

Fig. 3a zeigt das Bauelement 12 (Fig. 3b) in einer Explosionsdarstellung, wobei die Einzelteile 6 und 11 zum Einsatz kommen, deren Herstellungsprozeß i.V.m. den Figuren 1 und 2 erörtert wurde. In der Regel wird es ausreichend sein, wenn die Einzelteile 6; 11 an ihren Verbindungsstellen 14 zur Anlage gebracht und formstabil verbunden werden, beispielsweise durch Klebung, im wesentlichen mittels Zement oder Harz oder Kunststoff. Die Bauelemente 12 wiederum können so gefügt sein, daß sie nach Art von Nut und Feder ineinander greifen. So zeigt Fig. 3c mehrere kastenförmige Bauelemente 12 im Verbund als aufgesetzte Wand 13.3a shows the component 12 (FIG. 3b) in an exploded view, the individual parts 6 and 11 being used, the production process of which was discussed in connection with FIGS. 1 and 2. As a rule, it will be sufficient if the individual parts 6; 11 brought into contact at their connection points 14 and connected in a dimensionally stable manner, for example by gluing, essentially by means of cement or resin or Plastic. The components 12 in turn can be assembled so that they engage in the manner of tongue and groove. 3c shows a plurality of box-shaped components 12 in the form of a set-on wall 13.

Fig. 4 zeigt das Bauelement 12 (aus Fig. 3) in Seitenansicht (Fig. 4a und 4b) und Draufsicht (Fig. 4c), mit einem Zusatzmaterial, beispielsweise Dämmstoff 15. Nach Fig. 5 sind alternativ Endinnenstege 16 mit Feder 17 und Nut 18 vorgesehen, so daß im Bedarfsfall Kraftschlüssigkeit durch Formschlüssigkeit ergänzt werden kann, selbstverständlich nicht nur an den jeweiligen Enden des Bauelements. So versteht es sich, daß auch Innenstege 11 an ihren Verbindungsstellen 14 Nut und Feder aufweisen können, was dann auch schon im Herstellungsablauf, durch entsprechende Gußformen, berücksichtigt wird.FIG. 4 shows the component 12 (from FIG. 3) in a side view (FIGS. 4a and 4b) and a top view (FIG. 4c), with an additional material, for example insulation material 15. According to FIG. 5, alternative end inner webs 16 with spring 17 and Groove 18 is provided so that, if necessary, positive locking can be supplemented by positive locking, of course not only at the respective ends of the component. So it goes without saying that inner webs 11 can also have tongue and groove at their connection points, which is then also taken into account in the production process by means of appropriate casting molds.

Fig. 6 zeigt im wesentlichen Abwandlungen des kammerförmigen, rechtwinklig aufgebauten Standardelements nach Fig. 3, wobei 1 Außenplatte mehrschichtig 21, 22 aufgebaut ist. Dies wird sich beispielsweise vor allem dann empfehlen, wenn die eine Seite der Platte anders beansprucht werden soll als die andere Seite derselben Platte. Soll am Bauelement 50 zwischen den Innenstegen 11 die eine Außenplatte auf der den Stegen 11 zugewandten Seite Druckkräfte aufnehmen und besteht diese Schicht 22 etwa aus Holz und Leichtbeton, dann kann eine gewünschte Einstellung der Schicht 21 auf höhere Zugkräfte dadurch herbeigeführt werden, daß die Schicht 21 längere/lange Holzspäne und/oder längerfaseriges Schilfgras bzw. mehr Anteil an dieser Biomasse enthält. Beide Schichten werden in 1 kontinuierlichen Herstellungsverfahren zur Fertigung 1 Rohplatte erstellt. Kommt das Bauelement 50 i.S. eines Holzbeton-Schalungssteins zum Einsatz, werden die Innenstege 11 vorzugsweise auf beiden Seiten von verstärkten, 2-schichtigen Außenplatten eingefaßt. Weitere Unterschiede bestehen darin, daß bei einem sog. Öffnungsrandelement 51 im Unterschied zum Standardelement mit einer mehrschichtig verstärkten Außenplatte der Endinnensteg 19 bündig mit den Außenplatten abschließt. Das Öffnungsrandelement 52 weist einen integrierten Gurtrollenwicklerkasten 20 auf. Dies ist zugleich ein Beispiel dafür, daß ein Bauelement an einem anderen Bauelement integriert sein kann. Das Wandelement 53 weist lediglich Abstandsbügel 23 auf, so daß es sich insbesondere für den Vollkernausguß eignet.FIG. 6 essentially shows modifications of the chamber-shaped, rectangular element of FIG. 3, 1 outer plate having a multilayer structure 21, 22. This is particularly recommended, for example, if one side of the plate is to be stressed differently than the other side of the same plate. If the component 50 between the inner webs 11 is to absorb an outer plate on the side facing the webs 11 and this layer 22 is made of wood and lightweight concrete, then a desired setting of the layer 21 to higher tensile forces can be brought about by the layer 21 contains longer / long wood chips and / or longer-fiber reeds or more of this biomass. Both layers are created in 1 continuous manufacturing process for manufacturing 1 raw board. If the component 50 in the sense of a wood-concrete shuttering block is used, the inner webs 11 are preferably bordered on both sides by reinforced, two-layer outer panels. Further differences consist in the fact that, in the case of a so-called opening edge element 51, in contrast to the standard element with a multilayer reinforced outer plate, the end inner web 19 is flush with the outer plates. The opening edge element 52 has an integrated belt roll winder box 20. This is also an example of the fact that one component can be integrated on another component. The wall element 53 only has spacer brackets 23, so that it is particularly suitable for the solid core spout.

Für nichttragende Innenwände, welche keinen kammerförmigen Aufbau aufweisen müssen, eignen sich Bauelemente 12', bei denen beispielsweise 2 Einzelteile 6 aus gleichem Material 1 Einheit 6' aus einem Material anderer Zusammensetzung einfassen (Fig. 7), vorzugsweise so, daß auf einer Schmal- und Längsseite eine Nut und auf den korrespondierenden, gegenüberliegenden Seiten Federn gebildet werden (Fig. 7a-d).Components 12 'are suitable for non-load-bearing inner walls, which do not have to have a chamber-like structure, in which, for example, 2 individual parts 6 of the same material enclose 1 unit 6' of a material of a different composition (FIG. 7), preferably in such a way that on a narrow and a groove on the long side and tongues are formed on the corresponding, opposite sides (FIGS. 7a-d).

In Fig. 8 sind weitere Bauelemente dargestellt, welche sich zur Typisierung eignen; dazu gehören beispielsweise Pfeilerelemente, quadratisch 54, rund 55, Erkerwandelement mit mehrschichtiger Außen- und Randplatte 56, Eckwandelement mit mehrschichtiger Außen- und Randplatte 57, Rundbogensturzelement 58, Deckenrandelement mit mehrschichtiger Außenplatte 59, Sturzelement mit mehrschichtiger Außenplatte 60, Rolladenkastenelement mit mehrschichtiger Außenplatte 61, Dachstuhlelement mit Zusatzisolierung 62. Erfindungsgemäß sind diese Bauelemente aus zusammengefügten, nicht mehr schrumpfenden und formstabilen Einzelteilen als Untereinheiten zusammengefügt, welch letztere wiederum aus einer einzigen oder unterschiedlichen Rohplatten mit gleichen oder unterschiedlichen Eigenschaften stammen, welche letztere in 1 Fertigungsprozeß erstellt sind. Entsprechend den gewünschten Eigenschaften des Bauelements können das Material für die Herstellung der Rohplatte, die Zahl der Materialien, die Zusammensetzung und die Menge variiert werden, ferner kann der Herstellungsprozeß so gesteuert werden, daß eine Schichtenbildung eintritt (s. hierzu beispielsweise Bauelemente 50-53 in Fig. 6).8 shows further components which are suitable for typing; These include, for example, pillar elements, square 54, round 55, bay wall element with multilayer outer and edge plate 56, corner wall element with multilayer outer and edge plate 57, arched arch element 58, ceiling edge element with multilayer outer plate 59, lintel element with multilayer outer plate 60, roller shutter box element with multilayer outer plate 61, Roof truss element with additional insulation 62. According to the invention these components are assembled from assembled, no longer shrinking and dimensionally stable individual parts as sub-units, which in turn come from a single or different raw panels with the same or different properties, the latter being created in 1 manufacturing process. Depending on the desired properties of the component, the material for the production of the raw plate, the number of materials, the composition and the amount can be varied, and the production process can be controlled so that a layer formation occurs (see, for example, components 50-53 in Fig. 6).

In Fig. 9 ist ein Deckensteinelement 63b in perspektivischer Ansicht von unten sowie in Explosionsdarstellung (Fig. 63a) wiedergegeben. Die obere Druckplatte 30 und eine untere Zugplatte 33 schließen die Auflageraußenstege 31 sowie den Mittelsteg 32 ein. Die Auflagerstege 31 können durch Diagonalschnitt aus 1 Rohplatte gewonnen werden.FIG. 9 shows a ceiling stone element 63b in a perspective view from below and in an exploded view (FIG. 63a). The upper pressure plate 30 and a lower tension plate 33 enclose the outer bearing webs 31 and the central web 32. The support webs 31 can be obtained by diagonal cutting from 1 raw plate.

In Verbindung mit Gitterträgern 40 kann mit den Dekkensteinelementen 63 eine Gebäudedecke 64 vorbereitet werden (Fig. 9).In connection with lattice girders 40, a ceiling 64 can be prepared with the ceiling stone elements 63 (FIG. 9).

Da sowohl die Form, Größe, Wandstärke usw. als auch die Materialeigenschaften des vorgeschlagenen Bauelements nahezu beliebig variiert und auf die gewünschten physikalischen, chemischen und Festigkeits-Eigenschaften eingestellt werden können, kann der Erfindungsgegenstand auf dem gesamten Bausektor, einschl. Tiefbau, zur Anwendung kommen. Der Lösungsvorschlag eignet sich aber auch für den Innenausbau, soweit die Dicke der Rohplatten so eingestellt wird, daß die für Einbauschränke und dergl. vorgesehenen Maße eingehalten werden.Since both the shape, size, wall thickness, etc. as well as the material properties of the proposed component vary almost arbitrarily and can be adjusted to the desired physical, chemical and strength properties, the subject of the invention can be used in the entire construction sector, including civil engineering . The proposed solution is also suitable for interior construction, as far as the thickness of the Raw panels are set so that the dimensions provided for built-in closets and the like are observed.

Entsprechend dem Anwendungsprofil stammen die Einzelteile aus gleichen oder verschiedenen, u. U. mehrschichtigen Rohplatten, gegebenenfalls mit unterschiedlichen Schichtdicken; die Schichten können so einsgestellt werden/sein, daß sie entweder mehr auf Druck oder mehr auf Zug beanspruchbar sind. Dies wiederum kann durch Zwischenlagen aus Kunststoff-, Metall- oder Textilnetzen unterstützt werden, wobei beim Herstellungsprozeß durch die Zwischenlagen gleichzeitig das Vermischungsverhalten der fließfähig(er)en Schicht herabgesetzt wird.Depending on the application profile, the individual parts come from the same or different, u. U. multilayer raw panels, possibly with different layer thicknesses; the layers can be adjusted so that they are either more compressive or tensile. This in turn can be supported by intermediate layers made of plastic, metal or textile nets, the mixing behavior of the flowable layer being simultaneously reduced by the intermediate layers in the manufacturing process.

Stücklisteparts list

11
GußformMold
22nd
RohplatteRaw plate
33rd
obere Seite - Innenseitetop side - inside
44th
untere Seite - Sichtseite am fertigen Bauelementlower side - visible side of the finished component
55
TrennstellenSeparation points
66
Außen-/InnenplatteOuter / inner plate
6'6 '
InnenplatteInner plate
77
Gußform für InnenstegeMold for inner webs
88th
Aussparungsformteil(e)Recess molding (e)
99
Rohplatte für InnenstegeRaw panel for inner webs
1010th
Aussparung(en)Recess (s)
1111
Innensteg(e)Inner bridge (s)
1212th
Verbundener Wandbaustoff als StandardelementConnected wall building material as a standard element
12'12 '
Perspektivische Ansicht eines fertigen, mehrschichtigen Wandelements für z.B. nichttragende Innenwände.Perspective view of a finished, multilayer wall element for e.g. non-load-bearing interior walls.
1313
Aufgesetzte WandPatch wall
1414
VerbindungsstellenJoints
1515
Produktverbessender Zusatz als Einschub oder Auflage (Zusatzmaterial)Product-improving additive as insert or support (additional material)
1616
Endinnensteg mit Nut und Feder (Alternative)End inner web with tongue and groove (alternative)
1717th
Federfeather
1818th
NutGroove
1919th
Endinnensteg ohne Aussparung (Alternative)End inner web without recess (alternative)
2020th
Endinnensteg mit integriertem Gurtrolladenwicklerkasten (Alternative)Inner end web with integrated roller shutter winder case (alternative)
2121
Gußmaterial "A" einer mehrschichtigen Außen-/InnenplatteCast material "A" of a multilayer outer / inner plate
2222
Gußmaterial "B" einer mehrschichtigen Außen-/InnenplatteCast material "B" of a multilayer outer / inner plate
2323
Abstandsbügel bei VollkernelementSpacer bracket with solid core element
3030th
Obere DruckplatteUpper pressure plate
3131
AuflageraußenstegSupport outer web
3232
MittelstegMittelsteg
3333
Untere ZugplatteLower tension plate
4040
GitterträgerLattice girder
5050
Standardelement mit einer mehrschichtigen verstärkten AußenplatteStandard element with a multi-layer reinforced outer panel
5151
ÖffnungsrandelementOpening edge element
5252
Öffnungsrandelement mit integriertem GurtrolladenwicklerkastenOpening edge element with integrated belt roller shutter winder box
5353
Wandelement für VollkernausgußWall element for full core pouring
5454
Pfeilerelement (quatratisch)Pillar element (square)
5555
Pfeilerelement (rund)Pillar element (round)
5656
Erkerwandelement mit mehrschichtiger Außen- und RandplatteBay wall element with multilayer outer and edge panels
5757
Eckwandelement mit mehrschichtiger Außen- und RandplatteCorner wall element with multilayer outer and edge panels
5858
RundbogensturzelementArched lintel element
5959
Deckenrandelement mit mehrschichtiger AußenplatteCeiling edge element with multi-layer outer panel
6060
Sturzelment mit mehrschichtiger AußenplatteLintel element with multilayer outer panel
6161
Rolladenkastenelement mit mehrschichtiger AußenplatteRoller shutter box element with multilayer outer panel
6262
Dachstuhlelement mit ZusatzisolierungRoof truss element with additional insulation
63 a63 a
Einzelteiledarstellung eines Deckensteinelement (Perspektivische Ansicht - von unten)Individual representation of a ceiling stone element (perspective view - from below)
63 b63 b
Deckensteinelement (Perspektivische Ansicht - von unten)Ceiling stone element (perspective view - from below)
6464
Perspektivische Deckenansicht von oben auf Decke aus Gitterträgern und DeckensteinelementenPerspective ceiling view from above of ceiling made of lattice girders and ceiling stone elements

Claims (25)

In seinen Außen- und/oder Innenabmessungen variabel gestaltbares Bauelement (12, 12'; 20; 50-63), insbesondere für Gebäudewände und Decken, aus zusammengefügten, nicht mehr schrumpfenden und formstabilen Einzelteilen (6, 6'; 11; 16; 19; 30-33) als Untereinheiten auf der Basis von mehr als 1 Komponente für den Baustoff, wobei 1 Hauptbestandteil des Ausgangsmaterials des Baustoffs von einem weiteren Hauptbestandteil oder weiteren Hauptbestandteilen in seinen chemischen, physikalischen und/oder Festigkeits-Eigenschaften abweicht.The exterior and / or interior dimensions of the component (12, 12 '; 20; 50-63) can be designed variably, especially for building walls and ceilings, from assembled, no longer shrinking and dimensionally stable individual parts (6, 6'; 11; 16; 19 ; 30-33) as subunits based on more than 1 component for the building material, wherein 1 main component of the starting material of the building material differs from a further main component or further main components in its chemical, physical and / or strength properties. Bauelement nach Anspruch 1, dadurch gekennzeichnet, daß die Einzelteile (6, 6'; 11; 16; 19) aus einer größeren, in 1 Fertigungsprozeß erstellten Einheit, z.B. Rohplatte (2; 9), stammen.Component according to Claim 1, characterized in that the individual parts (6, 6 '; 11; 16; 19) consist of a larger unit, e.g. Raw plate (2; 9). Bauelement nach Ansprüchen 1 und 2, dadurch gekennzeichnet, daß sich die Einzelteile (6, 6'; 11; 16; 19; 30-33) je nach ihrem Bestimmungszweck am fertigen Bauelement (12, 12'; 20; 50-63) in ihren physikalischen und/oder chemischen und/oder sonstigen technischen Eigenschaften und/oder Dickenabmessungen, einschließlich Verstärkungsschichten (21/22 i.V.m. 50-53, 56, 57, 59-61) unterscheiden.Component according to claims 1 and 2, characterized in that the individual parts (6, 6 '; 11; 16; 19; 30-33) depending on their intended use on the finished component (12, 12'; 20; 50-63) in differentiate their physical and / or chemical and / or other technical properties and / or thickness dimensions, including reinforcing layers (21/22 in conjunction with 50-53, 56, 57, 59-61). Bauelement nach einem oder mehreren der vorgenannten Ansprüche 1-3, dadurch gekennzeichnet, daß die Einzelteile (6, 6'; 11; 16; 19; 30-33) im wesentlichen aus Leichtbeton oder Zement mit Bims und Biomasse bestehen.Component according to one or more of the preceding claims 1-3, characterized in that the individual parts (6, 6 ';11;16;19; 30-33) consist essentially of lightweight concrete or cement with pumice and biomass. Bauelement nach einem oder mehreren der vorhergehenden Ansprüche 1-4, dadurch gekennzeichnet, daß die Biomasse überwiegend aus Holzspänen/Abfällen bei der Holzverarbeitung und/oder sonstigem nachwachsenden Material, wie z.B. Schilfgras, besteht.Component according to one or more of the preceding claims 1-4, characterized in that the biomass predominantly from wood chips / waste from wood processing and / or other renewable material, such as e.g. Reed grass. Bauelement nach einem oder mehreren der vorhergehenden Ansprüche 1-5, dadurch gekennzeichnet, daß das Ausgangsmaterial für die Einzelteile ( 6, 6'; 11; 16; 19; 30-33) produktverbessernde Zusätze enthält.Component according to one or more of the preceding claims 1-5, characterized in that the starting material for the individual parts (6, 6 '; 11; 16; 19; 30-33) contains product-improving additives. Bauelement nach Anspruch 6, dadurch gekennzeichnet, daß es sich bei den produktverbessernden Zusätzen für die Biomasse um ein flammhemmendes und/oder die Festigkeits-Eigenschaften verbesserndes und/oder wasserabweisendes Mittel handelt.Component according to claim 6, characterized in that the product-improving additives for the biomass are flame-retardant and / or strength-improving and / or water-repellent agents. Bauelement nach einem oder mehreren der vorhergehenden Ansprüche 1-7, dadurch gekennzeichnet, daß Einzelteile (6, 6'; 11; 16; 19; 30-33) aus gleichen oder verschiedenen mehrschichtigen Rohplatten, gegebenenfalls mit unterschiedlichen Schichtdicken, stammen, deren Schichten je nach Einsatzzweck entweder mehr auf Druck und/oder mehr auf Zug beanspruchbar sind.Component according to one or more of the preceding claims 1-7, characterized in that individual parts (6, 6 '; 11; 16; 19; 30-33) originate from the same or different multilayer raw panels, possibly with different layer thicknesses, the layers of which each depending on the application, either more under pressure and / or more under tension. Bauelement nach einem oder mehreren der vorhergehenden Ansprüche 1-8, dadurch gekennzeichnet, daß die Einzelteile (6, 6'; 11; 16; 19; 30-33) aus Rohplatten (2; 9) herausgetrennt sind, welche beispielsweise in Formen und/oder kontinuierlich auf Plattenstraßen mittels Vibration und/oder Druck gefertigt sind.Component according to one or more of the preceding claims 1-8, characterized in that the individual parts (6, 6 ';11;16;19; 30-33) are separated from raw plates (2; 9), which are for example in shapes and / or are continuously produced on plate lines by means of vibration and / or pressure. Bauelement nach Anspruch 9, dadurch gekennzeichnet, daß die Einzelteile (6; 11; 16) teilespezifische Aussparungen (10; 18) und/oder Formgebungen, wie Erhöhungen (17), aufweisen und/oder mit produktverbessernden Zusätzen als Auflage (15) ausgerüstet sind.Component according to Claim 9, characterized in that the individual parts (6; 11; 16) have part-specific recesses (10; 18) and / or shapes, such as elevations (17), and / or are equipped with product-improving additives as supports (15) . Bauelement nach einem oder mehreren der vorhergehenden Ansprüche 1-10, dadurch gekennzeichnet, daß vorzugsweise die untere, schalglatte und maßgenaue Seite (4) der Platte (2; 9) sichtbare Oberfläche des Einzelteils (6, 6') bzw. des fertiggefügten Bauelements (12, 12'; 20; 50-63) ist, die obere, rauhere und weniger maßgenaue Seite (3) die innere Oberfläche des Einzelteils (6, 6') bzw. des Bauelements (12, 12'; 20; 50-63).Component according to one or more of the preceding claims 1-10, characterized in that preferably the lower, form-smooth and dimensionally accurate side (4) of the plate (2; 9) visible surface of the individual part (6, 6 ') or of the finished component ( 12, 12 '; 20; 50-63), the upper, rougher and less dimensionally accurate side (3) is the inner surface of the individual part (6, 6') or of the component (12, 12 '; 20; 50-63 ). Bauelement nach Anspruch 11, dadurch gekennzeichnet, daß die Einzelteile (6, 6'; 11; 16; 19; 30-33) form- und/oder kraftschlüssig an ihren Verbindungsstellen (14) zur Anlage gebracht sind.Component according to Claim 11, characterized in that the individual parts (6, 6 '; 11; 16; 19; 30-33) are brought into contact with their connection points (14) in a positive and / or non-positive manner. Bauelement nach Anspruch 12, dadurch gekennzeichnet, daß die Einzelteile (6, 6'; 11; 16; 19; 30-33) an den Verbindungsstellen (14) verklebt und/oder auf andere Weise formstabil (17; 18) verbunden sind, wobei produktionsbedingte Maßtoleranzen durch Klebung egalisiert sind.Component according to Claim 12, characterized in that the individual parts (6, 6 '; 11; 16; 19; 30-33) are glued to the connection points (14) and / or are connected in another way in a dimensionally stable manner (17; 18), wherein production-related dimensional tolerances are equalized by gluing. Bauelement nach Anspruch 13, dadurch gekennzeichnet, daß die Klebeverbindung im wesentlichen aus Zement und/oder Harzen und/oder Kunststoffen besteht.Component according to claim 13, characterized in that the adhesive connection consists essentially of cement and / or resins and / or plastics. Bauelement nach einem oder mehreren der vorhergehenden Ansprüche 1-14, dadurch gekennzeichnet, daß die Einzelteile (6, 6'; 11; 16; 19; 30-33) zum fertigen Bauelement (12, 12'; 20; 50-63) so gefügt sind, daß das Bauelement Feder (17) und Nut (18) aufweist, über die es mit benachbarten Bauelementen (13) in Eingriff kommt.Component according to one or more of the preceding claims 1-14, characterized in that the individual parts (6, 6 '; 11; 16; 19; 30-33) to the finished component (12, 12'; 20; 50-63) so are added that the component has tongue (17) and groove (18), via which it comes into engagement with adjacent components (13). Verfahren zur Herstellung von Bauelementen nach einem oder mehreren der vorhergehenden Ansprüche 1-15, dadurch gekennzeichnet, daß das Ausgangsmaterial aus mehr als 1 Komponente für den Baustoff in eine Form gegeben oder kontinuierlich in eine Form auf einer Plattenstraße gegeben wird, das Material mittels Vibration/Rütteln und/oder Druck zu einer Platte verfestigt, angetrocknet, getrocknet und ggf. ausgehärtet wird, aus der Platte Einzelteile in den gewünschten Abmessungen herausgetrennt und anschließend zum fertigen Bauelement gefügt und verbunden werden.Process for the production of components according to one or more of the preceding claims 1-15, characterized in that the starting material of more than 1 component for the building material is placed in a mold or is continuously placed in a mold on a plate line, the material by means of vibration / Shaking and / or pressure solidified to a plate, dried, dried and possibly hardened, individual parts are separated from the plate in the desired dimensions and then joined and connected to the finished component. Verfahren nach Anspruch 16, dadurch gekennzeichnet, daß Anzahl, Art und/oder Anteil der Ausgangsmaterialien für die Rohplatten variiert werden.A method according to claim 16, characterized in that the number, type and / or proportion of the starting materials for the raw plates are varied. Verfahren nach Anspruch 15 und/oder 16, dadurch gekennzeichnet, daß der Fertigungsablauf so eingestellt wird, daß sich eine Schichtenbildung ergibt.A method according to claim 15 and / or 16, characterized in that the manufacturing process is set so that a stratification results. Verfahren nach einem oder mehreren der vorhergehenden Ansprüche 16-18, dadurch gekennzeichnet, daß 2 oder mehr Gußmaterialien mit definierten Eigenschaften, sei es, daß Art, Anzahl oder Anteil der Hauptbestandteile für die jeweiligen Komponenten variiert werden, so in die Gußform gegeben werden, daß 1 Rohplatte mit 2 oder mehr Schichten entsteht.Method according to one or more of the preceding claims 16-18, characterized in that 2 or more cast materials with defined Properties, be it that the type, number or proportion of the main constituents for the respective components are varied, are added to the casting mold in such a way that 1 raw plate with 2 or more layers is produced. Verfahren nach Anspruch 19, dadurch gekennzeichnet, daß entsprechend dem Anwendungsprofil die Schichtdicke/Schichtdicken eingestellt werden, wobei gegebenenfalls Zwischenlagen aus Kunststoff-, Metall- oder Textilnetzen vorgesehen sind, um das Zugkräfteverhalten zu erhöhen, wobei durch die Zwischenlagen gleichzeitig das Vermischungsverhalten der fließfähig(er)en Schicht herabgesetzt wird.A method according to claim 19, characterized in that the layer thickness / layer thicknesses are set according to the application profile, intermediate layers of plastic, metal or textile nets being provided, if necessary, in order to increase the tensile force behavior, with the intermediate layers simultaneously mixing the behavior of the flowable (er ) layer is reduced. Verfahren nach einem oder mehreren der vorhergehenden Ansprüch 16-20, dadurch gekennzeichnet, daß die Weiterverarbeitung, insbesondere die Trennung der Platte auf Exaktmaß der Einzelteile, nach einer materialspezifischen Lagerzeit erfolgt.Method according to one or more of the preceding claims 16-20, characterized in that the further processing, in particular the separation of the plate to the exact dimensions of the individual parts, takes place after a material-specific storage time. Verfahren nach Ansprüchen 16-21, dadurch gekennzeichnet, daß produktverbessernde Zusätze während der Plattenproduktion und/oder zu einem späteren Zeitpunkt eingebaut bzw. an den Einzelteilen oder fertigen Bauelementen angebracht werden.Method according to claims 16-21, characterized in that product-improving additives are incorporated during plate production and / or at a later point in time or are attached to the individual parts or finished components. Verfahren nach Anspruch 22, dadurch gekennzeichnet, daß an den fertigen Einzelteilen und/oder den fertigen Bauelementen eine Oberflächenbehandlung mit produktverbessernden Zusätzen im Rahmen einer Auflage erfolgt.Process according to Claim 22, characterized in that the finished individual parts and / or the finished components are subjected to a surface treatment with additives which improve the product in the course of a run. Typisierbare Bauelemente (12, 12'; 20; 50-63), hergestellt nach einem oder mehreren der vorhergehenden Ansprüche 16-23.Typable components (12, 12 '; 20; 50-63) manufactured according to one or more of the preceding claims 16-23. Verwendung der Platten, Einzelteile und/oder Bauelemente nach einem oder mehreren der vorhergehenden Ansprüche 1-24 im Hoch-, Tief- und Innenausbau.Use of the plates, individual parts and / or components according to one or more of the preceding claims 1-24 in building, civil and interior construction.
EP93202891A 1993-10-13 1993-10-13 Constructional element and method for its manufacture Expired - Lifetime EP0648902B1 (en)

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AT93202891T ATE162259T1 (en) 1993-10-13 1993-10-13 COMPONENT AND METHOD FOR PRODUCING IT
DE59307996T DE59307996D1 (en) 1993-10-13 1993-10-13 Component and method for its production
EP93202891A EP0648902B1 (en) 1993-10-13 1993-10-13 Constructional element and method for its manufacture

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EP93202891A EP0648902B1 (en) 1993-10-13 1993-10-13 Constructional element and method for its manufacture

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EP0648902A1 true EP0648902A1 (en) 1995-04-19
EP0648902B1 EP0648902B1 (en) 1998-01-14

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2759719A1 (en) * 1997-02-20 1998-08-21 Cadilhac Thierry Self=supporting structural component of stone, marble or granite,
FR2798685A1 (en) * 1999-09-17 2001-03-23 Promo Brevet Borg Sarl Prefabricated fibrous slabs for making floors comprise two distinct elements : lower plane horizontal plate connected to two uprights, and upper plane horizontal plate with two vertical supports
EP1108696A1 (en) * 1999-12-17 2001-06-20 Heribert Höhn Process for mineralising renewable raw materials, use of the mineralised raw materials for producing concrete and building elements and materials and the building elements and materials obtained therewith
CN102127942A (en) * 2010-01-13 2011-07-20 张永清 Energy-saving earthquake-resistant cored beam-free building floor slab
CN102352667A (en) * 2011-11-07 2012-02-15 张智慧 Building exterior wall heat insulation plate made of reeds and production method thereof
AT13161U1 (en) * 2012-05-22 2013-07-15 Isospan Baustoffwerk Gmbh Finished wall module made of wood concrete casing blocks, and method and apparatus for its production
WO2021010850A1 (en) * 2019-07-15 2021-01-21 Krzysztof Kasendra A ballistic block and a ballistic wall made of ballistic blocks
CN114059680A (en) * 2021-12-21 2022-02-18 滁州学院 Production process of assembled vacuum insulated panel heat-insulation wall

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Publication number Priority date Publication date Assignee Title
GB429803A (en) * 1933-04-04 1935-06-06 Felix Auguste Grassi Improvements in sound-insulating wall, paving or like constructions
DE1972239U (en) * 1966-05-20 1967-11-09 Hans-Joachim Berg HOLLOW FORMWORK FOR CASING CONCRETE CONSTRUCTION.
DE2262242A1 (en) * 1972-12-20 1974-06-27 Horst Koschmieder WALL ELEMENT
DE7619804U1 (en) * 1976-06-23 1977-11-24 Fauser, Werner, 7730 Villingen WALL FORMWORK ELEMENTS FOR PRE-FABRICATION
DE2628457A1 (en) * 1976-06-25 1978-01-05 Werner Mitschrick Thin concrete panels for covering walls or ceilings - where panel has one layer of concrete reinforced by glass fibres
DE7625460U1 (en) * 1976-08-13 1980-03-13 Hering, Peter, 6229 Erbach FINISHED ELEMENT
AT371519B (en) * 1981-03-19 1983-07-11 Cevela Felix WALL AND CEILING CONSTRUCTION

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB429803A (en) * 1933-04-04 1935-06-06 Felix Auguste Grassi Improvements in sound-insulating wall, paving or like constructions
DE1972239U (en) * 1966-05-20 1967-11-09 Hans-Joachim Berg HOLLOW FORMWORK FOR CASING CONCRETE CONSTRUCTION.
DE2262242A1 (en) * 1972-12-20 1974-06-27 Horst Koschmieder WALL ELEMENT
DE7619804U1 (en) * 1976-06-23 1977-11-24 Fauser, Werner, 7730 Villingen WALL FORMWORK ELEMENTS FOR PRE-FABRICATION
DE2628457A1 (en) * 1976-06-25 1978-01-05 Werner Mitschrick Thin concrete panels for covering walls or ceilings - where panel has one layer of concrete reinforced by glass fibres
DE7625460U1 (en) * 1976-08-13 1980-03-13 Hering, Peter, 6229 Erbach FINISHED ELEMENT
AT371519B (en) * 1981-03-19 1983-07-11 Cevela Felix WALL AND CEILING CONSTRUCTION

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2759719A1 (en) * 1997-02-20 1998-08-21 Cadilhac Thierry Self=supporting structural component of stone, marble or granite,
FR2798685A1 (en) * 1999-09-17 2001-03-23 Promo Brevet Borg Sarl Prefabricated fibrous slabs for making floors comprise two distinct elements : lower plane horizontal plate connected to two uprights, and upper plane horizontal plate with two vertical supports
EP1108696A1 (en) * 1999-12-17 2001-06-20 Heribert Höhn Process for mineralising renewable raw materials, use of the mineralised raw materials for producing concrete and building elements and materials and the building elements and materials obtained therewith
CN102127942A (en) * 2010-01-13 2011-07-20 张永清 Energy-saving earthquake-resistant cored beam-free building floor slab
CN102352667A (en) * 2011-11-07 2012-02-15 张智慧 Building exterior wall heat insulation plate made of reeds and production method thereof
AT13161U1 (en) * 2012-05-22 2013-07-15 Isospan Baustoffwerk Gmbh Finished wall module made of wood concrete casing blocks, and method and apparatus for its production
WO2021010850A1 (en) * 2019-07-15 2021-01-21 Krzysztof Kasendra A ballistic block and a ballistic wall made of ballistic blocks
CN114059680A (en) * 2021-12-21 2022-02-18 滁州学院 Production process of assembled vacuum insulated panel heat-insulation wall

Also Published As

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ATE162259T1 (en) 1998-01-15
DE59307996D1 (en) 1998-02-19
EP0648902B1 (en) 1998-01-14

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