EP0890682B1 - Bâtiment - Google Patents

Bâtiment Download PDF

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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
Application number
EP98111813A
Other languages
German (de)
English (en)
Other versions
EP0890682A1 (fr
Inventor
Anton Ing. Kaufmann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT98111813T priority Critical patent/ATE250699T1/de
Publication of EP0890682A1 publication Critical patent/EP0890682A1/fr
Application granted granted Critical
Publication of EP0890682B1 publication Critical patent/EP0890682B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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)
  • Vending Machines For Individual Products (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Building Environments (AREA)
  • Residential Or Office Buildings (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Claims (19)

  1. Bâtiment en éléments préfabriqués de plafond (4), de colonnes verticales (1) et de parois extérieures (12), dont les éléments de plafond (4) présentent dans chacune de leurs zones de coin au moins un trou vertical dans lequel s'engage un boulon (3) de section transversale correspondante disposé sur la face d'extrémité d'une colonne, la zone de coin de l'élément de plafond (4) reposant sur la face d'extrémité de la colonne (1) portant le boulon (3), et avec une colonne (1) associée à chacune des zones de coin d'un élément de plafond (4),
    caractérisé en ce que
    l'élément de plafond (4) présente une plaque de plafond supérieure et une plaque de plafond inférieure (5, 6) et deux faces d'extrémité opposées de l'élément de plafond (4) sont formées par des poutres (7), avec plusieurs entretoises (9) parallèles l'une à l'autre disposées transversalement aux poutres (7) et entre les deux plaques de plafond (5, 6), entretoises qui s'étendent sur la longueur de l'élément de plafond (4), et avec des éléments de paroi extérieure (12), de la hauteur d'un étage, insérés entre les colonnes (1), qui comprennent chaque fois une plaque de paroi intérieure et extérieure (13, 14) et des entretoises de bord périphériques (15), et il est prévu sur les entretoises de bord périphériques un rebord de butée (17) entourant l'élément de paroi extérieure (12), ce rebord de butée (17) étant fixé sur la face extérieure des colonnes (1) et sur les faces frontales étroites des éléments de plafond (4).
  2. Bâtiment selon la revendication 1,
    caractérisé en ce que
    le nombre des boulons (3) sur les faces d'extrémité d'une colonne (1) correspond au nombre des zones de coin des éléments de plafond (4), qui reposent sur la face d'extrémité de la colonne (1).
  3. Bâtiment selon la revendication 1 ou 2,
    caractérisé en ce que
    les colonnes verticales (1) prévues dans les coins du bâtiment à ériger présentent un boulon (3) au moins sur leur face d'extrémité supérieure, et les colonnes (1) prévues dans les longs côtés du bâtiment à ériger présentent deux boulons (3) sur leur face d'extrémité supérieure.
  4. Bâtiment selon la revendication 1,
    caractérisé en ce que
    les boulons (3) sont parallèles à l'axe vertical des colonnes (1).
  5. Bâtiment selon la revendication 1,
    caractérisé en ce que
    les colonnes (1) sont réparties en forme de grille sur au moins une partie de la surface au sol du bâtiment à ériger et les colonnes (1) disposées à l'intérieur du périmètre de la surface au sol présentent plusieurs, de préférence quatre, boulons (3) au moins dans leur face d'extrémité supérieure.
  6. Bâtiment selon l'une quelconque des revendications 1 à 5,
    caractérisé en ce que
    les colonnes (1) présentent des boulons (3) dans leurs faces d'extrémité supérieures et inférieures.
  7. Bâtiment selon l'une quelconque des revendications 1 à 6,
    caractérisé en ce que
    les colonnes (1) sont fabriquées à partir de planches collées les unes aux autres selon la technique "Hetzer" et portent sur les faces d'extrémité des plaques métalliques, sur lesquelles sont fixés les boulons métalliques (3).
  8. Bâtiment selon la revendication 1,
    caractérisé en ce que
    les trous (10) prévus dans les zones de coin pour recevoir les boulons (3) prévus sur les colonnes (1) sont disposés dans les poutres (7).
  9. Bâtiment selon la revendication 1,
    caractérisé en ce que
    les faces internes tournées l'une vers l'autre (8) des poutres (7) disposées en faces d'extrémité sont obliques vers le bas et les faces frontales des entretoises (9) disposées à l'intérieur de l'élément de plafond (4) se raccordent à ces faces obliques (8).
  10. Bâtiment selon la revendication 1,
    caractérisé en ce que
    les éléments de plafond (4) en forme de boíte présentent un remplissage de gravillons (11).
  11. Bâtiment selon la revendication 10,
    caractérisé en ce que
    la hauteur du remplissage de gravillons (11) vaut environ 1/3 de la hauteur intérieure de l'élément de plafond (4).
  12. Bâtiment selon la revendication 11,
    caractérisé en ce que
    l'espace de l'élément de plafond (4) situé au-dessus du remplissage de gravillons (11) est rempli d'un matériau isolant (33), par exemple de laine minérale.
  13. Bâtiment selon la revendication 1,
    caractérisé en ce que
    la plaque de paroi extérieure (14) dépasse latéralement au moins les entretoises de bord verticales (15), la mesure de ce dépassement étant égale, de préférence légèrement inférieure à la moitié de la largeur d'une colonne verticale (1).
  14. Bâtiment selon la revendication 1,
    caractérisé en ce que
    le rebord de butée (17) présente, sur sa face tournée vers la plaque de paroi intérieure (13), une rainure périphérique (18) destinée à recevoir une bande d'étanchéité (21).
  15. Bâtiment selon la revendication 1,
    caractérisé en ce que
    des entretoises de renforcement verticales (16) sont disposées entre les plaques de paroi intérieure et extérieure (13, 14).
  16. Bâtiment selon la revendication 1,
    caractérisé en ce qu'
    une feuille (19) est disposée sur la face intérieure de la plaque de paroi intérieure (13), et s'étend vers l'extérieur, et ses bords s'étendent sur une partie des entretoises de bord (15) et sur le rebord de butée périphérique (17).
  17. Bâtiment selon la revendication 1,
    caractérisé en ce qu'
    au moins quelques-uns des éléments de paroi extérieure (12) présentent une plaque de renforcement (20) située entre les deux plaques de paroi (13, 14) et parallèle à celles-ci, et dont le bord saillant par rapport aux entretoises de bord (15) de l'élément de paroi extérieure (12) forme le rebord de butée périphérique (17).
  18. Bâtiment selon la revendication 1,
    caractérisé en ce que
    la longueur axiale des boulons (3) disposés en face d'extrémité sur les colonnes (1) vaut la moitié de la hauteur extérieure des éléments de plafond (4).
  19. Bâtiment selon l'une quelconque des revendications 1 à 18,
    caractérisé en ce que
    les composants de construction individuels sont fabriqués en bois et en matériaux ligneux.
EP98111813A 1997-07-08 1998-06-26 Bâtiment Expired - Lifetime EP0890682B1 (fr)

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 (fr) 1999-01-13
EP0890682B1 true EP0890682B1 (fr) 2003-09-24

Family

ID=3508173

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98111813A Expired - Lifetime EP0890682B1 (fr) 1997-07-08 1998-06-26 Bâtiment

Country Status (3)

Country Link
EP (1) EP0890682B1 (fr)
AT (2) AT405660B (fr)
DE (1) DE59809693D1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
ATE250699T1 (de) 2003-10-15
ATA117297A (de) 1999-02-15
DE59809693D1 (de) 2003-10-30
EP0890682A1 (fr) 1999-01-13
AT405660B (de) 1999-10-25

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