EP0197958A1 - Systeme de construction d'ossatures en bois. - Google Patents

Systeme de construction d'ossatures en bois.

Info

Publication number
EP0197958A1
EP0197958A1 EP85904593A EP85904593A EP0197958A1 EP 0197958 A1 EP0197958 A1 EP 0197958A1 EP 85904593 A EP85904593 A EP 85904593A EP 85904593 A EP85904593 A EP 85904593A EP 0197958 A1 EP0197958 A1 EP 0197958A1
Authority
EP
European Patent Office
Prior art keywords
components
construction
component system
skeleton component
stand
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
EP85904593A
Other languages
German (de)
English (en)
Other versions
EP0197958B1 (fr
Inventor
Karl Kaiser
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 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

Links

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 location of the construction industry is characterized by its local nature. It cannot work in specialized factories where precision and quality can be monitored. It is also not possible to increase production through more humane working conditions. The widely spaced workplaces, the weather-related interruptions and other additional burdens make poor exploitation of the workforce inevitable. Working hours are only used productively on the construction site to 60 - 70%. The hourly output of the workers on the construction site is therefore lower than that in the factory.
  • a building supporting structure assembled into components in the factory is not only uneconomical, but also requires the production of prefabricated houses and house types, in which even the slightest individual modification cancels out the intended saving effect.
  • the North American timber construction does not build any elements (components), but is limited to the technique of assembling on the construction site and uses industrially manufactured wooden components. However, these do not meet European requirements and standards.
  • the innovation is based on the task of creating such a wooden skeleton component system, i.e. to enable individually planned room constructions on the basis of industrial (automatable) production, in free modularity, using standardized components already offered by the construction industry.
  • This task is solved by the following new features:
  • the wood skeleton component system consists of only 2 different wood cross sections.
  • the two components are assigned to one another in that they have a common edge dimension.
  • the absolute dimensions result from the planning and building physics intentions as well as the static and DIN requirements.
  • the lengths of the components are determined from the modules chosen for the horizontal and vertical.
  • the skeleton components are made from chamber-dried spruce or pine boards, endlessly connected by finger jointing and, after planing and glueing in presses, glued under pressure to homogeneous wooden skeleton semi-finished parts.
  • the planned lengths of the Components arranged horizontally result from the length of the wall section, the chosen module size and the edge length of the component itself.
  • the lengths of the components arranged vertically result from the planned space or floor height, or from the corresponding requirements of the building construction.
  • the planning specifies the geometric design of the plating, whereby the axes of the components of the same cross-section to be connected (sleeper, frame) can include an angle of Co (extension), an angle of 90 ° (normal corner) and any acute or obtuse angle.
  • the new, improper wooden skeleton construction is a plug-in system.
  • This joining technique is independent of the manufacturing process of the semi-finished parts.
  • the selected module specifies the position of the dowel holes.
  • the innovation allows that in principle every module size can be assigned to every semi-finished component. According to the selected modules, the boring machine or similar automatable processing devices must be set. The drilling of the holes is therefore extremely precise and clean, so that the material cross-section is optimally used to transmit the force / loss.
  • the industrially manufactured plug connector connects the horizontal components (threshold, frame and transom) with the vertical (stand).
  • the horizontal cross-section must be drilled parallel to the shorter edge.
  • the 2 holes for inserting the dowels are drilled in the end faces of the vertical components.
  • the arrangement of the cross hole corresponds to that in the larger cross section.
  • the component is drilled once - at the point of the flattening, since only one fixation has to be achieved here.
  • the cross-section of the dowel is preferably chosen larger for this connection than for the double dowel connection.
  • the cross-section of the dowels used to connect the threshold, transom, frame and stand to the load-bearing construction is only statically stressed. This dowel cross-section is selected so that it leaves the contact area required for pressure load transmission.
  • the dowels are glued into the holes in the front of the stand.
  • the wooden skeleton component system set according to the plan is transported to the construction site in bundles according to wall components and screwed onto the prepared floor slab (basement ceiling).
  • the supporting structure is made of board wood, with commercially available laminated wood panels or the like. planked or otherwise fanned out.
  • the remaining free wall corner, wall crossing or place of the load-bearing partition connection from the modular system are free of posts and receive nailed, non-load-bearing corner components necessary for planking, which are attached to the plugs protruding from the plating connection (threshold - threshold, frame - frame).
  • the supporting structure of the building is also erected and planked by small handicraft companies according to the plans and parts lists without lifting equipment and machinery. It is highly suitable for self-help in construction.
  • Figure 1 shows the basic components of the system with cross sections
  • Figure 2 shows the connection of the basic components to the floor plan
  • Figure 3 shows a section of the support structure in view
  • Figure 4 shows non-rectangular connections of the basic components to the floor plan
  • Figure 5 shows an embodiment of the system in perspective.
  • FIG. 1 shows the horizontally arranged components, threshold 1 and frame 2, and the vertical component of the stand 3.
  • the length of the components 1 and 2 shown here with a broken edge results from the length of the wall piece, the selected module size and the edge length of these components.
  • the length of the stand (s) results from the floor height or other relevant dimensions.
  • the component 3 has on the end faces 5 and 5 'two cylindrical dowels S and 6' or 7 and 7 'inserted into the bores. These are struck to the ear depth.
  • the transverse bores 8 in the stand 3 serve to receive the two dowels 9 of the bolt 4 (only the front dowel is visible in FIG. 1).
  • the latch 4 for its part is equipped with transverse bores 10, which can be used to insert another stand, not shown here.
  • the component 1 (threshold) shown in the floor plan has transverse bores 11 and 11 ', the center distance of which - indicated by the dimension arrow 12 - is the same as the module dimension specified for the horizontally arranged components of the system.
  • the overplatings 13 (threshold) and 13 '(cream) for producing the rigid corner connections have the bores 14 and 14' at the intersection of the axes, the diameter of which is preferably larger than that of the fixing dowel 15 (FIG. 2) Dowel connection from e.g. Threshold and stand.
  • connection of the basic components 20, 21 and 22, FIG. 2 takes place as a wall corner connection 23 or as an intermediate wall connection 24.
  • the uprights 3 'inserted into the sleepers 20, 21 and 22 are shown in section.
  • the non-load-bearing corner stand components 25 of the wall corner 23 are also arranged as components 25 'on the intermediate wall connection 24.
  • FIG. 2 shows the threshold 21 in the side view 21 'with the overplating 23' and the dowel 15 ', the cross section 1' and the 2 stand components 3.
  • FIG. 3 An exemplary embodiment of the assembled wooden skeleton support structure is shown in Figure 3, consisting of the threshold 1, the frame 2, the stand 3 and the bolt 4.
  • the corresponding dowel connections can be seen.
  • the components 25 for the wall corner connection are shown with broken lines with broken lines.
  • the ceiling beams 26 and 27 with two different cross sections are joined together using the same plug connection as the stand 3 and frame 2 and connected to the frame 2 at right angles and in a force-fitting manner.
  • FIG. 4 shows examples of non-rectangular wall constructions, in which case the non-load-bearing corner stand components 40 and 41 must also be designed accordingly.
  • a wall stand construction is shown in perspective in FIG. Part 50 is used for planking and part 51 for insulation.
  • the electrical and partly also the plumbing and heating installation, shown here as pipe 52, can be easily, e.g. passed through the dowel holes 53, integrate with the wall stand construction.

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)
  • 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.
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 true EP0197958A1 (fr) 1986-10-22
EP0197958B1 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 (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5588269A (en) * 1993-09-01 1996-12-31 Zorbedo Gmbh Prefabricated construction system for a timber house

Families Citing this family (14)

* 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 (de) * 1991-11-22 1992-01-23 Mattausch, Thomas, 7823 Bonndorf Bausatz für Tragrahmengerüste
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
DE19628043C2 (de) * 1995-09-06 1999-03-18 Graf Dragica Gefacheelement
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., 44141 Dortmund 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
EP1386041A1 (fr) * 2001-05-10 2004-02-04 Knut Overaas Systeme pour eriger la structure d'une maison
DE102014112990A1 (de) 2014-09-09 2016-03-10 Johannes Wolf Modulares Holzwandsystem
EP2995736B1 (fr) 2014-09-09 2018-06-06 Johannes Wolf Systeme de paroi en bois modulaire
DE202014104260U1 (de) 2014-09-09 2014-11-25 Johannes Wolf Modulares Holzwandsystem

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
ATE17267T1 (de) * 1981-04-24 1986-01-15 Jean Martin Vorgefertigte einheit zur herstellung eines baugeruestes.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8602398A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5588269A (en) * 1993-09-01 1996-12-31 Zorbedo Gmbh Prefabricated construction system for a timber house

Also Published As

Publication number Publication date
EP0197958B1 (fr) 1988-12-07
DE8429902U1 (de) 1985-04-11
WO1986002398A1 (fr) 1986-04-24
CH666507A5 (de) 1988-07-29
DE3566693D1 (en) 1989-01-12

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