EP0890682B1 - Gebäude - Google Patents
Gebäude Download PDFInfo
- Publication number
- EP0890682B1 EP0890682B1 EP98111813A EP98111813A EP0890682B1 EP 0890682 B1 EP0890682 B1 EP 0890682B1 EP 98111813 A EP98111813 A EP 98111813A EP 98111813 A EP98111813 A EP 98111813A EP 0890682 B1 EP0890682 B1 EP 0890682B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- building according
- ceiling
- building
- supports
- elements
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/268—Connection to foundations
- E04B2001/2684—Connection to foundations with metal connectors
Definitions
- the invention relates to a building made of prefabricated ceiling elements, vertical uprights and outer wall elements, wherein the ceiling elements in their Corner areas have at least one vertically extending bore, in which a arranged on the front side of a post bolt of the corresponding Cross section protrudes, with the corner of the ceiling element on the bolt bearing end face of the post rests and all corner areas a ceiling element is assigned to each a stayer.
- a building of the aforementioned type is apparent from GB 1 485 028 A.
- plate-shaped floor and ceiling elements made of concrete and support elements intended.
- the support elements may be formed as a stand, all Corner regions of a plate-shaped ceiling element are assigned.
- This Stayers have at their upper end faces on bolts, which extend vertically Drill holes in the ceiling element.
- Support elements with at their upper and lower End faces arranged bolts can also be in the form of storey-high External wall elements may be formed.
- the object of the invention is to provide a building of the type mentioned, in which the factory prefabricated elements of this building constructive are designed so that they are made of wood and wood-like materials and that the building to be constructed out of it is multi-storey can be executed.
- the invention solves this problem with a building the features of claim 1.
- Fig. 1 shows a pillar 1, as he for the construction of the building according to the invention in the corner area is used. He is in so-called glue construction created from individual boards and has, for example, the transverse dimensions 80 x 80 mm. As far as here and in the following measurements are mentioned, they serve exclusively for illustrative purposes.
- the length of the stirrer is approx. 2300 mm (storey height).
- At the two ends of this stanchion are metallic plates 2 set whose dimensions (length and width) the Cross-sectional dimensions of the post 1 correspond. Center is up and down each arranged a metallic bolt 3, whose diameter is about 30 mm and whose length is about 120 mm.
- Stanchions of this kind are for the outer ones Building corners are needed, but are also on the long sides of the building and can be used in its interior, which will be discussed in detail below becomes.
- Stanchion of this kind a bolt on both the top and on the lower end face, are in the upper floors of the Building erecting.
- For a post on the foundation plate The building has a hole at the bottom of the post.
- FIG. 2 For the construction of the building other stanchions are used, whose End faces in Figs. 2 and 3 are illustrated.
- the stand of FIG. 2 with a cross-sectional dimension of for example 160 x 120 mm has on the two end faces each two bolts 3, with respect to a longitudinal center plane E are offset.
- Such posts are used on the long sides of the building.
- the execution of Stehern according to Fig. 3 should be mentioned, the have a square cross section with the dimensions 160 x 160 mm, wherein in each case four bolts are arranged on the plates 2 at the two end faces are. Stands of this kind are used inside the building, namely each in the upper floors.
- the ceiling element 4 for example, with the dimensions 2400 x 4800 mm and a height of 240 mm is formed in the manner of a flat box. It has a lower cover plate 5, an upper cover plate 6, both cover plates are Made in glue construction and consist of several slats.
- the two narrow end faces of this ceiling element 4 are made of glued beams 7, wherein the mutually facing boundary surfaces 8 of these two Beams run diagonally downwards.
- This bar 7 takes over within the box-shaped ceiling element 4 a supporting function, so that the Ceilings of the building to be built no beams must be installed and thus the ceiling soffits within the entire building are.
- the ceiling element 4 Over the width of the ceiling element 4 are several parallel to each other arranged webs 9 are provided, which serve as Aus- and stiffening and their End faces directly connected to the oblique boundary surfaces 8 of the beams 7 are.
- the holes 10 for receiving the bolt 3 are in this Ceiling beam 7 is provided, in each case as over the entire height of the Ceiling element 4 continuous bore.
- the height of such a Dekkeniatas is for example 240 mm.
- the lower third of the height of this ceiling element a chippings filling 11 and the space above with an insulating material 33, for example, filled with mineral wool.
- the mentioned grit filling 11 brings in the box-like hollow body which forms the ceiling element 4, the required mass to insulate the structure-borne sound.
- FIGS. 8-10 An outer wall member 12 is illustrated in FIGS. 8-10.
- This too External wall element 12 is constructed in the manner of a flat box. It owns an inner wall plate 13 and an outer wall plate 14 and circumferential Edge webs 15.
- the cavity of this box-like outer wall element 12th is stiffened by vertically arranged webs 16.
- the outer wall plate 14 (see Fig. 10) surmounted by the vertical edge webs 15, by a measure, the about half the width of a stayer corresponds.
- a circumferential stop collar 17 is provided, the width of the supernatant the outer wall plate 14 relative to the vertical edge webs 15 corresponds.
- This stop collar 17, which as a closed frame, the outer wall element surrounds, has on its inner wall plate 13 facing side a groove 18 which serves to receive a sealing strip.
- a film 19 is arranged, which is airtight and their edges after are guided outside, in such a way that these edges along the edge web until the stop collar 17 and above this range.
- This film 19 is shown in Figs. 9 and 10 represented by a dashed line.
- the distance A of the stop collar 17th from the inner wall panel 13 corresponds to the strength of the stirrup.
- the strength S the outer wall element 12 can be chosen arbitrarily large in itself.
- On the outer wall panel 14 of the outer wall member 12 may be a cladding be struck. This also happens on the factory side. Such Facade cladding is not illustrated here for reasons of clarity. In such an outer wall element 12 can frame for Be incorporated doors or windows.
- FIGS. 11 to 13 show an outer wall element serving as a stiffening element is trained. It differs from the outer wall element discussed above in that instead of the frame-like stop collar 17 a the wall element in the middle region passing through, parallel to the wall panels lying stiffening plate 20 is provided, the edge of the box-like Hollow body projects on all sides and so forms a stop collar.
- This stop collar does not require a groove for receiving a seal, because this Stiffening element is already factory-connected to the stanchions. stayer and stop collar are glued together and bolted. The cavities the box-like outer wall elements are filled with insulating materials.
- Fig. 14 now illustrates a horizontal section through the outer wall.
- a longitudinal side of the building to be erected upright 1 corresponds to that shown in Fig. 2.
- These posts are with the ceiling elements. 4 assembled into a skeleton.
- Longitudinal side of the building to be built is Now there is a wall opening, which is formed by an upper and a lower Front side of a ceiling element 4 and through these two ceiling elements connecting uprights 1.
- the outer sides of the uprights 1 and the End faces of the ceiling elements 4 flush in a vertical plane.
- an outer wall member 12 after in the groove 18 of the stop collar 17, a sealing strip 21 has been inserted.
- the stop collar 17 abuts the outsides of the post 1, with two adjacent lying wall elements (Fig. 14) between them receive this post.
- the stop collar 17 and the upright 1 are screwed together.
- the before the stop collar 17 lying cavity is filled with insulating material, and the vertical gap 22 between the marginal edges of the outer wall panels 14 is closed with a cover strip 23, the in-side, as shown in Fig. 14, or may be attached on the outside.
- the respective Outer sides 24 of the uprights 1 are flush with the end face 25 of the ceiling element 4.
- the stop collar 17 abuts against this end face 25 and is with her screwed.
- the between two superposed outer wall elements 12 remaining cavity 26 is filled with insulating material and closed to the outside through an aperture 27.
- the stayer provided here correspond those shown in Fig. 2.
- FIG. 16 A building corner is shown in Fig. 16 in horizontal section.
- the here arranged Stay 1 corresponds to that shown in Fig. 1.
- At two right angles to each other standing vertical boundary surfaces of this post close the Stop collars 17 adjacent outer wall elements 12 at.
- the result formed cavity 28 is filled with insulating material and by an L-shaped Angle part 29 completed to the outside.
- the ceiling elements intended for a building are above the floor plan This building raster-like applied, as illustrated in plan view Fig. 17.
- the uprights of FIG. 1 are fixed.
- Uprights according to FIG. 2 are arranged along the longitudinal sides of the building and in the building interior pillars are provided according to FIG.
- Fig. 19 shows schematically that due to the axial length the bolt 3 and the height of the ceiling elements 4 these bolts überrapêtr Stayers abut each other directly and so for the transfer of vertical forces without burdening the ceiling element.
- Fig. 17 From Fig. 17 it can be seen that the individual ceiling elements to each other are equal. This arrangement is not mandatory for the invention. in principle it is possible to move the ceiling elements 4 offset from each other, as illustrated for example in FIG. 20.
- the deco elements used here 4 all basically having the structure described above, differ here by their length.
- FIG. 18 A connection of the post 1 to a supporting foundation plate 30 is illustrated Fig. 18.
- Stander is one for the corner area, as shown in Fig. 1, however, has at its lower end a bore.
- a horizontal threshold bar between two adjacent stanchions 32 provided, which together with the front side of the overlying Ceiling element 4 and the respective outer sides of the uprights 1 those flush Frame surface forms, on which the stop collar 17 of the inserted Wall element 12 abuts and against which this stop collar 17th screwed and braced.
- the inner walls (apartment partitions) of the building are not shown here, Since these have a known structure, for example, are at one between two uprights arranged plate mounted on metal profiles wall panels. Also differently constructed interior walls are possible and conceivable.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Building Environments (AREA)
- Vending Machines For Individual Products (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Residential Or Office Buildings (AREA)
Description
- Fig. 1
- einen Steher für den Eckbereich des Gebäudes in Schrägsicht;
- Fig. 2
- die Draufsicht auf einen Steher für die Gebäudelängsseite und
- Fig. 3
- die Draufsicht auf einen Steher für das Innere des Gebäudes;
- Fig. 4
- die Draufsicht auf ein Deckenelement;
- Fig. 5
- die Seitensicht des Deckenelementes nach Fig. 4;
- Fig. 6
- die Draufsicht auf das Deckenelement nach Fig. 4 bei abgenommener oberer Deckplatte und
- Fig. 7
- einen Querschnitt durch die eine Stirnseite des Deckenelementes-Schnittlinie VII - VII in Fig. 4;
- Fig. 8
- die Ansicht eines Außenwandelementes und
- Fig. 9
- einen Vertikalschnitt durch dieses Außenwandelement - Schnittlinie IX - IX in Fig. 8 und
- Fig. 10
- einen Horizontalschnitt durch das Außenwandelement - Schnittlinie X - X in Fig. 8;
- Fig. 11
- ein Wandaussteifungselement in Ansicht;
- Fig. 12
- im Vertikalschnitt - Schnittlinie XII - XII in Fig. 11 und
- Fig. 13 einen
- Horizontalschnitt - Schnittlinie XIII - XIII in Fig. 11;
- Fig.14
- einen Horizontalschnitt durch einen Steher mit beidseitigen Wandanschlüssen;
- Fig. 15
- einen Vertikalschnitt durch einen Deckenelementanschluß;
- Fig. 16
- einen Horizontalschnitt durch eine Eckverblendung;
- Fig. 17
- schematisch die Rasteranordnung der Steher und Deckenelemente;
- Fig. 18
- den Anschluß eines Stehers an die Fundamentplatte des Gebäudes und
- Fig. 19
- ein Detail im Schnitt;
- Fig. 20
- schematisch eine andere Rasteranordnung der Steher und Deckenelemente.
- 1
- Steher
- 2
- Platte
- 3
- Bolzen
- 4
- Deckenelement
- 5
- untere Deckenplatte
- 6
- obere Deckenplatte
- 7
- Balken
- 8
- Begrenzungsfläche
- 9
- Steg
- 10
- Bohrung
- 11
- Splittfüllung
- 12
- Außenwandelement
- 13
- innere Wandplatte
- 14
- äußere Wandplatte
- 15
- Randsteg
- 16
- Steg
- 17
- Anschlagbund
- 18
- Nut
- 19
- Folie
- 20
- Versteifungsplatte
- 21
- Dichtungsstreifen
- 22
- Vertikalspalt
- 23
- Deckleiste
- 24
- Außenseite
- 25
- Stirnseite
- 26
- Hohlraum
- 27
- Blende
- 28
- Hohlraum
- 29
- Winkelteil
- 30
- Fundamentplatte
- 31
- Basisplatte
- 32
- Schwellenbalken
- 33
- Isoliermaterial
- 34
- Deckendurchlaß
Claims (19)
- Gebäude aus vorgefertigten Deckenelementen (4), vertikalen Stehern (1) und Außenwandelementen (12), wobei die Deckenelemente (4) in ihren Eckbereichen mindestens je eine vertikal verlaufende Bohrung aufweisen, in welche ein an der Stirnseite eines Stehers angeordneter Bolzen (3) von dazu korrespondierendem Querschnitt ragt, wobei der Eckbereich des Deckenelementes (4) auf der den Bolzen (3) tragenden Stirnseite des Stehers (1) aufliegt und allen Eckbereichen eines Deckenelementes (4) je ein Steher (1) zugeordnet ist, dadurch gekennzeichnet, daß das Deckenelement (4) eine obere und eine untere Deckenplatte (5, 6) aufweist und zwei einander gegenüberliegende Stirnseiten des Deckenelementes (4) durch Balken (7) gebildet sind, wobei quer zu den Balken (7) und zwischen den beiden Deckenplatten (5, 6) mehrere parallel zueinander verlaufende Stege (9) angeordnet sind, die sich über die Länge des Deckenelementes (4) erstrecken, und daß geschoßhohe, zwischen die Steher (1) eingefügte Außenwandelemente (12) vorgesehen sind, die jeweils eine innere und eine äußere Wandplatte (13, 14) und umlaufende Randstege (15) aufweisen und an den umlaufenden Randstegen ein das Außenwandelement (12) umgebender Anschlagbund (17) vorgesehen ist und dieser Anschlagbund (17) an der Außenseite der Steher (1) und an den schmalen Stirnseiten der Deckenelemente (4) festgelegt ist.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die Anzahl der Bolzen (3) an den Stirnseiten eines Stehers (1) der Anzahl der Eckbereiche der Deckenelemente (4) entspricht, die an der Stirnseite des Stehers (1) aufliegen.
- Gebäude nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die an den Ecken des zu errichtenden Gebäudes vorgesehenen vertikalen Steher (1) zumindest an ihrer oberen Stirnseite einen Bolzen (3) und die Steher (1) an den Längsseiten des zu errichtenden Gebäudes an ihrer oberen Stirnseite zwei Bolzen (3) aufweisen.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die Bolzen (3) parallel zur Vertikalachse der Steher (1) liegen.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die Steher (1) zumindest über einen Teil der Grundfläche des zu errichtenden Gebäudes rastermäßig verteilt sind und die innerhalb der Umrißkontur der Grundfläche angeordneten Steher (1) zumindest an ihrer oberen Stirnseite mehrere, vorzugsweise vier Bolzen (3) aufweisen.
- Gebäude nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die Steher (1) an ihren oberen und unteren Stirnseiten Bolzen (3) aufweisen.
- Gebäude nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Steher (1) aus miteinander verleimten Brettern in Hetzerbauweise gefertigt sind und stirnseitig metallische Platten tragen, an welchen die metallischen Bolzen (3) festgelegt sind.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die in den Eckbereichen vorgesehenen Bohrungen (10) für die Aufnahme der an den Stehern (1) vorgesehenen Bolzen (3) in den Balken (7) angeordnet sind.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die einander zugewandten inneren Begrenzungsflächen (8) der stirnseitig angeordneten Balken (7) schräg nach unten verlaufen und die Stirnseiten der innerhalb des Deckenelementes (4) angeordneten Stege (9) an diesen schrägen Begrenzungsflächen (8) angeschlossen sind.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die schachtelartig ausgebildeten Deckenelemente (4) eine Splittfüllung (11) aufweisen.
- Gebäude nach Anspruch 10, dadurch gekennzeichnet, daß die Höhe der Splittfüllung (11) ca. 1/3 der inneren Höhe des Deckenelementes (4) beträgt.
- Gebäude nach Anspruch 11, dadurch gekennzeichnet, daß der oberhalb der Splittfüllung (11) liegende Raum des Deckenelementes (4) mit einem Isoliermaterial (33), beispielsweise mit Mineralwolle gefüllt ist.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die äußere Wandplatte (14) zumindest die vertikalen Randstege (15) seitlich überragt, wobei das Ausmaß dieser Überragung gleich, vorzugsweise etwas kleiner ist als die halbe Breite eines vertikalen Stehers (1).
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß der Anschlagbund (17) auf seiner der inneren Wandplatte (13) zugewandten Seite eine umlaufende Nut (18) zur Aufnahme eines Dichtstreifens (21) besitzt.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß zwischen der inneren und der äußeren Wandplatte (13, 14) vertikal verlaufende Versteifungsstege (16) angeordnet sind.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß an der Innenseite der inneren Wandplatte (13) eine Folie (19) angeordnet ist, die sich nach außen erstreckt, und deren Ränder sich über einen Teil der Randstege (15) und den umlaufenden Anschlagbund (17) erstrecken.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß zumindest einige der Außenwandelemente (12) eine zwischen den beiden Wandplatten (13, 14) liegende und zu diesen parallele Versteifungsplatten (20) aufweisen, deren Rand gegenüber den Randstegen (15) des Außenwandelementes (12) vorsteht und den umlaufenden Anschlagbund (17) bildet.
- Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die axiale Länge der an den Stehern (1) stirnseitig angeordneten Bolzen (3) halb so groß ist wie die äußere Höhe der Deckenelemente (4).
- Gebäude nach einem der Ansprüche 1 bis 18, dadurch gekennzeichnet, daß die einzelnen Baukomponenten aus Holz und holzartigen Werkstoffen gefertigt sind.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT98111813T ATE250699T1 (de) | 1997-07-08 | 1998-06-26 | Gebäude |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT1172/97 | 1997-07-08 | ||
AT0117297A AT405660B (de) | 1997-07-08 | 1997-07-08 | Gebäude |
AT117297 | 1997-07-08 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0890682A1 EP0890682A1 (de) | 1999-01-13 |
EP0890682B1 true EP0890682B1 (de) | 2003-09-24 |
Family
ID=3508173
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98111813A Expired - Lifetime EP0890682B1 (de) | 1997-07-08 | 1998-06-26 | Gebäude |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0890682B1 (de) |
AT (2) | AT405660B (de) |
DE (1) | DE59809693D1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
PL210230B1 (pl) * | 2005-12-21 | 2011-12-30 | Arkadiusz Muszyński | Naroże ścian budynku |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2455311C3 (de) * | 1973-11-26 | 1979-06-07 | Walter Dipl.-Ing. Telfs Kuprian (Oesterreich) | Transportable Bauteile zum Erstellen einer Skelettkonstruktion im Hochbau |
US4330970A (en) * | 1979-10-23 | 1982-05-25 | Copreal S.A. | Building structure and steel parts for same |
HU183339B (en) * | 1981-02-19 | 1984-04-28 | Erdoegazdasagi Es Faipari Term | Variable building construction |
FR2566027A1 (fr) * | 1984-06-15 | 1985-12-20 | Pajean Michel | Construction legere en forme de batiment |
GB2181762A (en) * | 1984-08-31 | 1987-04-29 | Dg Ind Roof System Ltd | Tie rods for walls of prefabricated buildings |
DE8429902U1 (de) * | 1984-10-11 | 1985-04-11 | Kaiser, Karl, Dipl.-Ing., 7990 Friedrichshafen | Holzsbauteilesatz |
FR2619142B1 (fr) * | 1987-08-06 | 1989-12-15 | Cacace Guilbaut Ariane | Modulo construction systeme |
-
1997
- 1997-07-08 AT AT0117297A patent/AT405660B/de not_active IP Right Cessation
-
1998
- 1998-06-26 DE DE59809693T patent/DE59809693D1/de not_active Expired - Fee Related
- 1998-06-26 AT AT98111813T patent/ATE250699T1/de not_active IP Right Cessation
- 1998-06-26 EP EP98111813A patent/EP0890682B1/de not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
ATE250699T1 (de) | 2003-10-15 |
DE59809693D1 (de) | 2003-10-30 |
AT405660B (de) | 1999-10-25 |
EP0890682A1 (de) | 1999-01-13 |
ATA117297A (de) | 1999-02-15 |
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