EP0881336A2 - Self-supporting wooden structure - Google Patents

Self-supporting wooden structure Download PDF

Info

Publication number
EP0881336A2
EP0881336A2 EP98810502A EP98810502A EP0881336A2 EP 0881336 A2 EP0881336 A2 EP 0881336A2 EP 98810502 A EP98810502 A EP 98810502A EP 98810502 A EP98810502 A EP 98810502A EP 0881336 A2 EP0881336 A2 EP 0881336A2
Authority
EP
European Patent Office
Prior art keywords
self
wooden structure
panels
rafters
beams
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.)
Withdrawn
Application number
EP98810502A
Other languages
German (de)
French (fr)
Other versions
EP0881336A3 (en
Inventor
Pascal Aubert
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
Publication of EP0881336A2 publication Critical patent/EP0881336A2/en
Publication of EP0881336A3 publication Critical patent/EP0881336A3/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/20Roofs consisting of self-supporting slabs, e.g. able to be loaded

Definitions

  • the present invention is in the field of construction and concerns more particularly wooden frame roofs, slabs and walls.
  • the invention aims to allow the production of prefabricated roofs and modular including battening, counter-battling, undercovering, the self-supporting plank structure, insulation, vapor barrier and interior lining as well as tinsmithing.
  • the self-supporting wooden structure is in the form of panels that can be supported on each of its sides. Its applications are roofs, slabs and walls. These panels are characterized by rafters (joists) and composite purlins (I beam) which are located in the same thickness as the rafters, this entanglement forms a lattice of beams.
  • the I-shaped purlins are characterized by their core formed by the struts.
  • the upper and lower parts (spars) of this composite beam are characterized by their connection to the braces in order to resume the shearing of the beam.
  • the beams of this composite beam which work in tension and compression, are composed by longlines, fixed perpendicular to the rafters and connected to the braces. These beams can be solid wood, composed by panels partially or over the entire surface, metal strips or other.
  • the structure uses 50% less wood than a traditional production.
  • Hall manufacturing optimizes management and rationalization of production.
  • the self-supporting structure makes it possible to make roof connections horizontal
  • Figure 1 which is a perspective part of the roof, shows us a self-supporting ventilated wooden structure, the strut 2 on its upper part is not connected to the spar, the upper spar being replaced, in this example, by the tile batten 5 .
  • the counterattack 4 on each side of the rafter 1 , makes it possible to reinforce the surface of the assembly knot (rafter 1 / batten 5 ).
  • battening and counter-battening are an integral part of the static system, they respond to compression and buckling constraints.
  • the longitudinal members 6 are in the thickness of the roof and can be distributed according to the position of the desired supports. The standardized manufacturing of the elements facilitates the use of standard insulation plates.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The self-supporting wooden structure is in the shape of complete roof or wall panels. The panels comprise rafters (1) and purlins (2) forming a beam trellis. The upper and lower parts of the beam are connected by the purlins in order to take up shearing of the beam. The girders of the beam are composed of draw plates fixed perpendicularly to the rafters.

Description

1. -- La présente invention est du domaine de la construction et concerne plus particulièrement les toitures, dalles et murs en ossature bois .1. - The present invention is in the field of construction and concerns more particularly wooden frame roofs, slabs and walls.

L'assemblage de toitures et dalles en bois se fait principalement sur le chantier. Dans certains cas, pour autant que la disposition des pièces s'y prêtent, des panneaux complets de toiture sont réalisés dans le sens des chevrons. Cette façon de procéder pose des problèmes de raccords divers tels que, étanchéité de la barrière vapeur et de la sous couverture. De plus, ce sytème nécessite la pose, au préalable, de pannes et de sablières.The assembly of wooden roofs and tiles is mainly done on the construction site. In some cases, provided that the layout of the documents lend, complete roof panels are made in the direction of rafters. This procedure poses connection problems various such as, sealing of the vapor barrier and the undercover. In addition, this system requires the installation, beforehand, of purlins and sand pits.

L'invention a pour but de permettre la réalisation de toitures préfabriquées et modulaires comprenant le lattage, le contrelattage, la sous couverture, la structure-planches autoportante, l'isolation, la barrière vapeur et le revêtement intérieur ainsi que la ferblanterie.The invention aims to allow the production of prefabricated roofs and modular including battening, counter-battling, undercovering, the self-supporting plank structure, insulation, vapor barrier and interior lining as well as tinsmithing.

La structure bois autoportante se présente sous forme de panneaux pouvant prendre appui sur chacun de ses côtés. Ses applications sont les toitures, dalles et murs. Ces panneaux sont caractérisés par des chevrons(solives) et de pannes composées(I beam) qui se situent dans la même épaisseur que les chevrons, cet enchevêtrement forme un treillis de poutres. Les pannes composées en « I » sont caractérisées par leur âme formée par les étraisillons. The self-supporting wooden structure is in the form of panels that can be supported on each of its sides. Its applications are roofs, slabs and walls. These panels are characterized by rafters (joists) and composite purlins (I beam) which are located in the same thickness as the rafters, this entanglement forms a lattice of beams. The I-shaped purlins are characterized by their core formed by the struts.

Les parties supérieures et inférieures (longerons) de cette poutre composée sont caractérisées par leur liaison aux étraisillons afin de reprendre le cisaillement de la poutre .
Les longerons de cette poutre composée, qui travaillent en traction et compression, sont composés par des filières, fixées perpendiculairement aux chevrons et reliées aux étraisillons. Ces longerons peuvent être en bois massif, composées par des panneaux partiellement ou sur toute la surface, des feuillards métalliques ou autre.
The upper and lower parts (spars) of this composite beam are characterized by their connection to the braces in order to resume the shearing of the beam.
The beams of this composite beam, which work in tension and compression, are composed by longlines, fixed perpendicular to the rafters and connected to the braces. These beams can be solid wood, composed by panels partially or over the entire surface, metal strips or other.

La structure utilise 50% moins de bois qu'une réalisation traditionnelle.The structure uses 50% less wood than a traditional production.

La fabrication en halle optimalise la gestion et la rationnalisation de la production.Hall manufacturing optimizes management and rationalization of production.

La diminution du travail sur le chantier favorise l'extension du rayon d'action de l'entreprise.The reduction of work on the site favors the extension of the radius action.

La structure auto portante permet de faire des raccords de toiture horizontauxThe self-supporting structure makes it possible to make roof connections horizontal

L'invention est décrite ci-après à l'aide d'un exemple et de références aux dessin ci-joint, pour le cas de toitures nécessitant une ventillation entre la couverture et le lattage, dans lesquels:The invention is described below using an example and references to attached drawing, in the case of roofs requiring ventilation between the cover and battening, in which:

La figure 1 qui est une partie de toiture en perspective, nous montre une structure bois auto portante ventillée, dont l'étraisillon 2 sur sa partie supérieure n'est pas relié au longeron, le longeron supérieur étant remplacé, dans cet exemple, par le lattage à tuiles 5. le contrelattage 4, de chaque côté du chevron 1 ,permet de renforcer la surface du noeud d'assemblage (chevron 1 / lattage 5).Figure 1 which is a perspective part of the roof, shows us a self-supporting ventilated wooden structure, the strut 2 on its upper part is not connected to the spar, the upper spar being replaced, in this example, by the tile batten 5 . the counterattack 4 , on each side of the rafter 1 , makes it possible to reinforce the surface of the assembly knot (rafter 1 / batten 5 ).

La particularité de cette structure est que le lattage et le contrelattage font partie intégrante du système statique, ils répondent à des contraintes de compression et de flambage. Les longerons 6 sont dans l'épaisseur de la toiture et peuvent être répartis selon la position des appuis souhaités. La fabrication normalisée des éléments facilite l'utilisation de plaques d'isolation standard.The particularity of this structure is that battening and counter-battening are an integral part of the static system, they respond to compression and buckling constraints. The longitudinal members 6 are in the thickness of the roof and can be distributed according to the position of the desired supports. The standardized manufacturing of the elements facilitates the use of standard insulation plates.

Claims (4)

La structure bois autoportante se présente sous forme de panneaux pouvant prendre appui sur chacun de ses côtés. Ses applications sont les toitures, dalles et murs. Ces panneaux sont
caractérisés par des chevrons(solives) et des pannes composées en « I » qui se situent dans la même épaisseur que les chevrons, cet enchevêtrement forme un treillis de poutres. Les pannes en « I » sont
caractérisées par leur âme formée par les étraisillons.
Les parties supérieures et inférieures (longerons) de cette poutre composée sont caractérisées par leur liaison aux étraisillons afin de reprendre le cisaillement de la poutre .
Les longerons de cette poutre composée, qui travaillent en traction et compression, sont composés par des filières, fixées perpendiculairement aux chevrons et reliées aux étraisillons. Ces longerons peuvent être bois massif, composées par des panneaux partiellement ou sur toute la surface, des feuillards métalliques ou autre. L'effort de cisaillement entre les étraisillons et les longerons inférieurs et supérieurs, formant la poutre composée, est assuré par collage, agraffage, clouage ou autre.
The self-supporting wooden structure is in the form of panels that can be supported on each of its sides. Its applications are roofs, slabs and walls. These panels are
characterized by rafters (joists) and purlins composed of "I" s which are located in the same thickness as the rafters, this tangle forms a lattice of beams. “I” failures are
characterized by their soul formed by the struts.
The upper and lower parts (spars) of this composite beam are characterized by their connection to the braces in order to resume the shearing of the beam.
The beams of this composite beam, which work in tension and compression, are composed by longlines, fixed perpendicular to the rafters and connected to the braces. These beams can be solid wood, composed of panels partially or over the entire surface, metal strips or other. The shearing force between the braces and the lower and upper beams, forming the composite beam, is provided by gluing, stapling, nailing or other.
La structure bois autoportante suivant la revendication 1, pour les toitures (fig. 1)et les murs ventillés , est caractérisée par l'utilisation du lattage en remplaçement du longeron extérieur. The self-supporting wooden structure according to claim 1, for roofs (fig. 1) and ventilated walls, is characterized by the use of battening in replacement of the external beam. La structure bois autoportante suivant la revendication 2, se caractérise par les raccords horizontaux des panneaux de toiture. The self-supporting wooden structure according to claim 2, is characterized by the horizontal connections of the roof panels. La structure bois autoportante suivant la revendication 2, le contrelattage se caractérise en un double contrelattage venant pincer le haut du chevron, ainsi que la sous toiture, tout en augmentant la surface du noued d'assemblage cloué ou agraffé. . The self-supporting wooden structure according to claim 2, the counterattacking is characterized by a double counterattacking pinching the top of the rafter, as well as the under-roof, while increasing the surface of the knotted or stapled assembly knot. .
EP98810502A 1997-05-30 1998-06-02 Self-supporting wooden structure Withdrawn EP0881336A3 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CH127297 1997-05-30
CH127297 1997-05-30
CH1272/97 1997-05-30

Publications (2)

Publication Number Publication Date
EP0881336A2 true EP0881336A2 (en) 1998-12-02
EP0881336A3 EP0881336A3 (en) 1999-12-08

Family

ID=4206537

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98810502A Withdrawn EP0881336A3 (en) 1997-05-30 1998-06-02 Self-supporting wooden structure

Country Status (1)

Country Link
EP (1) EP0881336A3 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2138074A1 (en) * 1971-07-30 1973-02-08 Wamda Ag PANEL-SHAPED ELEMENT FOR ROOF CONSTRUCTIONS
US3925938A (en) * 1972-10-24 1975-12-16 Res Homes Inc Composite building structure
FR2413511A1 (en) * 1977-12-30 1979-07-27 Grandclement Jean Claude Box-section roof panel - has purlins with prestressing ropes anchored at ends level with upper edge

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2138074A1 (en) * 1971-07-30 1973-02-08 Wamda Ag PANEL-SHAPED ELEMENT FOR ROOF CONSTRUCTIONS
US3925938A (en) * 1972-10-24 1975-12-16 Res Homes Inc Composite building structure
FR2413511A1 (en) * 1977-12-30 1979-07-27 Grandclement Jean Claude Box-section roof panel - has purlins with prestressing ropes anchored at ends level with upper edge

Also Published As

Publication number Publication date
EP0881336A3 (en) 1999-12-08

Similar Documents

Publication Publication Date Title
EP0881336A2 (en) Self-supporting wooden structure
DE19743685C1 (en) Self supporting roof frame for building
JP2002174005A (en) External facing structure of building
EP0138476A2 (en) A joint for connecting wooden beams to each other and the use of the joint in roof truss structures
AT392313B (en) ROOF OF SELF-SUPPORTING, LARGE AREA ROOF ELEMENTS
JP4507987B2 (en) Stiffening structure of sloped roof construction surface
FR2569750A1 (en) Method for converting a truss intended for increasing the height of a building without modifying the slope of the roof and beam capable of supporting the newly created floor
JP2017106220A (en) Building frame
JPH0716812Y2 (en) Aeritrus for roof assembly
JP2742352B2 (en) Curved roof structure
JPH1030300A (en) Roof truss structure
GB2051908A (en) Prefabricated Roof Truss
JP3027711B2 (en) Wife wall panel
JP3384830B2 (en) Roof structure
JP2546914B2 (en) Assembly-type dormitory roof structure and its construction method
JPS6140817Y2 (en)
JPS6117133Y2 (en)
JP2806754B2 (en) Roof panel and roof structure
JPS6344057A (en) Roof enclosure
FR2519668A1 (en) Single level building construction - has external panels made up of cellular concrete blocks on frame
JP2514869B2 (en) Stepped roof structure
JPH0610438A (en) Roof of building and method for constructing it
JPH06257213A (en) Joint structure between roof panel and wall panel
JP2002146962A (en) External facing structure of building
KR20200076195A (en) Connection structure of column and beam assembly of Hanok architecture

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

RIC1 Information provided on ipc code assigned before grant

Free format text: 6E 04B 7/20 A, 6E 04B 5/14 B, 6E 04B 1/10 B

AKX Designation fees paid
REG Reference to a national code

Ref country code: DE

Ref legal event code: 8566

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20000609