EP0197958B1 - Systeme de construction d'ossatures en bois - Google Patents

Systeme de construction d'ossatures en bois Download PDF

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Publication number
EP0197958B1
EP0197958B1 EP85904593A EP85904593A EP0197958B1 EP 0197958 B1 EP0197958 B1 EP 0197958B1 EP 85904593 A EP85904593 A EP 85904593A EP 85904593 A EP85904593 A EP 85904593A EP 0197958 B1 EP0197958 B1 EP 0197958B1
Authority
EP
European Patent Office
Prior art keywords
construction
structural
members
construction set
set 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.)
Expired
Application number
EP85904593A
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German (de)
English (en)
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EP0197958A1 (fr
Inventor
Karl Kaiser
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to AT85904593T priority Critical patent/ATE39148T1/de
Publication of EP0197958A1 publication Critical patent/EP0197958A1/fr
Application granted granted Critical
Publication of EP0197958B1 publication Critical patent/EP0197958B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • 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
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/005—Modulation co-ordination

Definitions

  • the invention relates to a kit for erecting a wall construction made of glued, bar-shaped wooden components according to the preamble of claim 1.
  • the pins and pin holes provided for each connection between two wooden components are rectangular. This rectangular design provides a non-rotatable connection for the wooden components.
  • the pegs are otherwise in one piece with a central layer of the wooden components, and the peg holes are formed so that this central layer of the wooden components consists of individual spaced boards, the distance being chosen so that through holes are obtained in connection with the outer layers of the wooden components, which allow the insertion of the pins protruding from the rod ends of other wooden components.
  • the invention characterized by claim 1 solves the problem of designing a kit for erecting a wall structure of the type mentioned in such a way that for each connection to be carried out at a construction site between two industrially prefabricated wooden components, a geometrically completely unambiguous positioning is guaranteed and at the same time a comparison with the connection that can be achieved for the wooden components in the known kit, improved torsional rigidity can be achieved.
  • the dowel plug connection provided for each connection between two wooden components in the kit according to the invention initially has the advantage on the manufacturing side for the wooden components that both the bores to be formed in pairs on the rod ends for the insertion of the dowels and the bores along the rod axis as pin holes are formed in pairs, can be carried out extremely easily using suitable drilling jigs and at the same time can be carried out extremely precisely in order to comply with each predetermined construction module.
  • the execution of the holes in the wooden components can be separated from their actual manufacture, so that the wooden components can first be made to size as corresponding semi-finished parts before the holes can also be made in an independent process according to the individual requirements of a wall structure to be erected be made extremely accurately.
  • FIGS. 2, 3 and 5 show the main parts of a kit, which are in each case designed as glued-layer-glued, rod-shaped wooden components, which can be provided, for example, to create a wall configuration of the embodiment shown in FIGS. 2, 3 and 5.
  • the main parts used for a wall construction of this embodiment are a threshold 1 which has a rectangular cross section 1 '; a frame 2 with a matching rectangular cross-section 2 'and several stands 3, the corresponding rectangular cross-section 3' of which has the same edge dimension as the rectangular cross-sections 1 'and 2' of the longer edge.
  • the respective length of all wooden components results from the dimensions of the wall structure to be erected with it.
  • the stands 3 are provided on their two end faces 5 5 'with two bores each, into which cylindrical dowels 6, 6' and 7, 7 'are driven to the drilling depth. Furthermore, the uprights 3 likewise have transverse bores 8 which are provided in pairs and along the rod axis at a distance from one another and which are provided for receiving corresponding dowels 9 which, like the dowels of the uprights 3, are provided on the end faces of the bolts 4.
  • the bolts 4 are also provided with cross bores 10, which are provided in pairs and along the rod axis at a distance from one another and can thus serve to receive the dowels from further stands of different lengths.
  • the threshold 1 and the frame 2 are also provided with cross bores 11, 11 'provided in pairs and along the rod axis at a distance from one another, the distance of the bore pairs 11 and 11' measured by the double arrow 12 giving the structural dimension of the construction module which is relevant for the kit.
  • the transverse bores 11, 11 'of the sleeper 1 serve to receive the dowels 6 on the lower rod ends of the uprights 3, the dowels 7 provided on the upper rod ends, on the other hand, can be inserted into the corresponding transverse bores of the frame 2.
  • the threshold 1 and the frame 2 are also provided at the two respective rod ends with overlaps 13, 13 ', which are provided for the production of rigid corner connections, each with a hole 14, 14' at the intersection of the rod axes, these holes corresponding to the representation in Fig. 2, which show a top view of the corner connections between three sleepers 20, 21 and 22, serve to receive a dowel 15 fixing the respective corner connection, the diameter of which is preferably chosen to be larger than the diameter of the other dowels.
  • the corner connections between the sleepers 20, 21 and 22 are a wall corner connection 23 and an intermediate wall connection 24, with non-load-bearing corner stand components 25 and 25 'for both designs. are provided, which are shown in the perspective view shown in FIG.
  • FIG. 5 of this embodiment of a wall construction with a broken line.
  • this wall construction can still be completed with ceiling beams 26 and 27, which can then be joined to the frame 2 by means of a corresponding dowel connection in an angular and force-fitting manner.
  • FIG. 4 shows, for an embodiment modified from the construction according to FIG. 2, that the corner connections between the horizontally running wooden components can also be non-right-angled.
  • corner connections For such differently designed corner connections, appropriately differently designed, non-load-bearing corner stand components 40 and 41 are then expediently used.
  • FIG. 5 the wall construction is completed by planking 50, insulation 51 and electrical as well as plumbing and heating installations, which can be laid by means of pipes 52, which are expediently guided through the holes in the stand.

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  • 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)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Système de construction d'ossatures en bois formées de produits industriels semi-finis constitués de planches collées. La construction selon l'invention se réalise à partir de deux éléments porteurs seulement formant semelle (1), panne (2), traverse (4) et poteau (3). Les sections des deux éléments porteurs présentent un côté de même dimension. Les dimensions pour chaque cas particulier sont déterminées par les exigences des plans, de la statique et de la physique de la construction. Pour la liaison précise, indémontable et résistante des éléments de constructions on utilise deux chevilles (9) par assemblage. Les longueurs des éléments de construction se déterminent à partir du module choisi pour les éléments horizontaux respectivement verticaux.

Claims (5)

1. Ensemble de construction pour le montage d'une construction murale d'éléments préfabriqués (1 à 4) sous forme de barre, en planches laminées collées, qui sont conjoints l'un avec l'autre conformément pour un blocage géometrique et pour transmettre des forces, en formant un système horizontal [sablière (1), sablière supérieure (2), entretoise (4)] et vertical [montant (3)] avec des modules de construction (entraxes) variables indépendamment l'un de l'autre dans les deux directions des coordonnées, au moyen des tenons et mortaises coopérants, caractérisé en ce que deux tourillons (6,6', 7,7', 9) cylindriques, en forme identique, sont pourvus comme tenons, et que des alésages (9, 10, 11, 11') sont pourvus par paires comme mortaises pour chaque raccord entre deux éléments préfabriqués en bois.
2. Ensemble de construction selon la Revendication 1, caractérisé en ce que lesdits éléments préfabriqués en bois (1 à 4) ne présentent plus que deux sections rectangulaires des dimensions différentes (1' à 4') à mesure d'arête identique.
3. Ensemble de construction selon la Revendication 1 ou 2, caractérisé en ce que les surfaces frontales desdits éléments préfabriqués (1 à 4) sont tronçonnés mécaniquement en forme plan et rectangulaire relativement à l'axe de barre respective.
4. Ensemble de construction selon quelconque des Revendications 1 à 3, caractérisé en ce que lesdits éléments préfabriqués en bois (1, 2), destinés à une disposition horizontale, sont pourvus des assemblages angulaires à mi-bois (13, 13') aux extrémités des barres, formés à un angle quelconque, lesdits assemblages à mi-bois étant fixés à l'équerre au point d'intersection des axes de barre à chaqun des assemblages angulaires, au moyen d'un tourillon cylindrique (15, 15') inséré dans un alésage (14, 14') desdits assemblages à mi-bois.
5. Ensemble de construction selon la Revendication 4, caractérisé en ce que des éléments non- porteurs de poteau d'angle (25, 25', 40, 41 qui ne se peuvent fixer auxdits éléments préfabriqués par clouage, sont pourvus pour chaque assemblage angulaire d'une construction murale.
EP85904593A 1984-10-11 1985-09-30 Systeme de construction d'ossatures en bois Expired EP0197958B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85904593T ATE39148T1 (de) 1984-10-11 1985-09-30 Holzskelett-bauteil-system.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19848429902U DE8429902U1 (de) 1984-10-11 1984-10-11 Holzsbauteilesatz
DE8429902U 1984-10-11

Publications (2)

Publication Number Publication Date
EP0197958A1 EP0197958A1 (fr) 1986-10-22
EP0197958B1 true EP0197958B1 (fr) 1988-12-07

Family

ID=6771622

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85904593A Expired EP0197958B1 (fr) 1984-10-11 1985-09-30 Systeme de construction d'ossatures en bois

Country Status (4)

Country Link
EP (1) EP0197958B1 (fr)
CH (1) CH666507A5 (fr)
DE (2) DE8429902U1 (fr)
WO (1) WO1986002398A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4329413A1 (de) * 1993-09-01 1995-03-02 Zorbedo Sa Holz-Montage-Bausystem aus ganztragenden und raumschließenden Raster-Holz-Bauelementen
DE19628043A1 (de) * 1995-09-06 1997-10-23 Graf Dragica Fachwerk und Gefacheelement

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8522689U1 (de) * 1985-08-07 1985-10-10 Wehrfritz Gmbh, 8634 Rodach Als Spielhaus ausgebildete Spielvorrichtung
DE3634039A1 (de) * 1986-10-06 1988-04-14 Peter Bertsche Verbinderkoerper fuer den holzbau
DE9114554U1 (fr) * 1991-11-22 1992-01-23 Mattausch, Thomas, 7823 Bonndorf, De
DE4219751A1 (de) * 1992-06-17 1993-12-23 Erich Dipl Ing Gary Bausatz zum Erstellen eines Gebäudes oder dergleichen Bauwerkes
FR2736073B1 (fr) * 1995-06-27 1997-09-12 Lepelletier Thierry Systeme constructif global par combinaisons d'elements de base pre-usines et procede de montage
FI971928A (fi) 1997-05-06 1998-11-07 Erkki Huppunen Menetelmä ja laitteisto rakennuksen rungon puuosan valmistamiseksi
AT405660B (de) * 1997-07-08 1999-10-25 Kaufmann Anton Gebäude
DE29720868U1 (de) * 1997-11-25 1998-02-12 Ungerer Klaus Dipl Ing Gesteckter Fachwerk-Bausatz
JP3407108B2 (ja) * 2000-01-20 2003-05-19 英雄 松原 建築物の構造の形成方法
CA2446033A1 (fr) * 2001-05-10 2002-11-14 Knut Overaas Systeme pour eriger la structure d'une maison
DE102014112990A1 (de) 2014-09-09 2016-03-10 Johannes Wolf Modulares Holzwandsystem
DE202014104260U1 (de) 2014-09-09 2014-11-25 Johannes Wolf Modulares Holzwandsystem
EP2995736B1 (fr) 2014-09-09 2018-06-06 Johannes Wolf Systeme de paroi en bois modulaire

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB686450A (en) * 1949-05-10 1953-01-28 Hugo Morawetz Improvements in or relating to buildings the outer walls of which are constructed of prefabricated wall elements
FR2122749A5 (fr) * 1971-01-22 1972-09-01 Avier Albert
CH538027A (de) * 1971-02-05 1973-06-15 Furrer Josef Stabförmiges Bauelement aus Holz und Verfahren zu dessen Herstellung
DE3173350D1 (en) * 1981-04-24 1986-02-13 Jean Martin Prefabricated unit for the realization of a construction frame

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4329413A1 (de) * 1993-09-01 1995-03-02 Zorbedo Sa Holz-Montage-Bausystem aus ganztragenden und raumschließenden Raster-Holz-Bauelementen
DE19628043A1 (de) * 1995-09-06 1997-10-23 Graf Dragica Fachwerk und Gefacheelement
DE19628043C2 (de) * 1995-09-06 1999-03-18 Graf Dragica Gefacheelement

Also Published As

Publication number Publication date
CH666507A5 (de) 1988-07-29
EP0197958A1 (fr) 1986-10-22
DE8429902U1 (de) 1985-04-11
DE3566693D1 (en) 1989-01-12
WO1986002398A1 (fr) 1986-04-24

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