FR3121154A1 - POST-BEAM WALLS AND FRAMEWORK - Google Patents

POST-BEAM WALLS AND FRAMEWORK Download PDF

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Publication number
FR3121154A1
FR3121154A1 FR2103146A FR2103146A FR3121154A1 FR 3121154 A1 FR3121154 A1 FR 3121154A1 FR 2103146 A FR2103146 A FR 2103146A FR 2103146 A FR2103146 A FR 2103146A FR 3121154 A1 FR3121154 A1 FR 3121154A1
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FR
France
Prior art keywords
dovetail
post
wall
braces
rail
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.)
Pending
Application number
FR2103146A
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French (fr)
Inventor
Karl D'agro
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.)
Dagro Karl
Original Assignee
Dagro Karl
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 Dagro Karl filed Critical Dagro Karl
Priority to FR2103146A priority Critical patent/FR3121154A1/en
Publication of FR3121154A1 publication Critical patent/FR3121154A1/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/80Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/706Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
    • E04B2/707Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/262Connection node with interlocking of specially shaped wooden members, e.g. puzzle type connection
    • E04B2001/2624Connection node with interlocking of specially shaped wooden members, e.g. puzzle type connection with dovetail-type connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Mur en structure ossature bois : ce mur associe poteau poutre et montant ossature bois assemblés verticalement et horizontalement en queue d’aronde, les angles de la structure sont renforcés avec des contreventements à 45° assemblés en queue d’aronde, ces assemblages confèrent à la structure légèreté, solidité et facilité de mettre en place une isolation croisée ultraperformante et respectueuse de l’environnement [Fig1].Wooden frame structure wall: this wall combines beam post and wooden frame upright assembled vertically and horizontally in a dovetail, the angles of the structure are reinforced with 45° braces assembled in a dovetail, these assemblies give the structure lightness, solidity and ease of setting up high-performance cross-insulation that respects the environment [Fig1].

Description

MUR EN POTEAUX-POUTRES ET OSSATURESPOST-BEAM WALLS AND FRAMEWORK

1èreétape : Fabrication d’un mur poteau-poutre ossature en atelier 1st step: Manufacture of a frame post-beam wall in the workshop

Le mur est composé d’une lisse haute en 8X16 ou 16X16, d’une lisse basse en 8X16 ou 16X16 et de 2 poteaux d’angle en 8X16 ou 16x16 avec assemblages en queue d’aronde par bout fixé à la vis (x2). Le mur est composé également de poteaux en 16X16 ou 16X20 avec assemblages embrèvement + tenon, pour les descentes de charges des fermes, ainsi que de poteaux ou montant 16X16 ou 8X16 pour les tableaux, allèges, linteaux des menuiseries avec assemblages embrèvement + tenon ou encastrement. On y ajoute des montants en 8X10 verticaux avec assemblages en queue d’aronde pour la partie extérieure, des lisses 8X10 horizontal avec assemblages en queue d’aronde pour la partie intérieure en respectant un vide de la dimension de l’isolant, puis des contreventements en 8X10 sur la partie extérieure en angle, en respectant un angle de 45°.The wall is made up of a top rail in 8X16 or 16X16, a bottom rail in 8X16 or 16X16 and 2 corner posts in 8X16 or 16x16 with dovetail joints per end fixed to the screw (x2) . The wall is also made up of 16X16 or 16X20 posts with recess + tenon assemblies, for the load descents of the trusses, as well as 16X16 or 8X16 posts or uprights for the paintings, spandrels, joinery lintels with recess + tenon or recessed assemblies . We add vertical 8X10 uprights with dovetail assemblies for the exterior part, horizontal 8X10 rails with dovetail assemblies for the interior part, respecting a void of the dimension of the insulation, then braces in 8X10 on the external part in angle, by respecting an angle of 45°.

2èmeétape : Assemblage du mur 2nd step: Assembly of the wall

Le montage débute par la pose de la lisse basse où seront encastrés tous les poteaux et montant en 8X16 et 16X16 avec les assemblages en embrèvements + tenons. L’ensemble sera refermé avec la lisse et les poteaux d’angle. On continue par les éléments d’ossature vertical et horizontal en 8X10 en queue d’aronde où les contreventements en 8X10 seront encastrés dans les angles haut et bas sur la face extérieure.The assembly begins with the installation of the bottom rail where all the posts will be embedded and amount in 8X16 and 16X16 with the assemblies in recesses + tenons. The assembly will be closed with the rail and the corner posts. We continue with the vertical and horizontal frame elements in 8X10 dovetail where the 8X10 braces will be embedded in the top and bottom angles on the exterior face.

Légendes : 1 : poteau en 16 cm x 16 cm. 2 : montant extérieur 8 cm x 10 cm, assemblage haut et bas en queue d’aronde vissé en 6/70mm. 3 : montant 8 cm x 16 cm chevillé pour tableau de porte ou fenêtre. 4 : barre horizontale intérieure en 8 cm x 10 cm, assemblage gauche et droite en queue d’aronde vissé en 6/70mm. 5 : lisse haute 8 cm x 16 cm. 6 : liaison vissée recto verso 2 vis en 6/120mm. 7 : contreventement en angle 45° en 8 cm x 10 cm. 8 : lisse basse 8 cm x 16 cm.Captions: 1: post in 16 cm x 16 cm. 2: outer upright 8 cm x 10 cm, top and bottom dovetail assembly screwed in 6/70mm. 3: 8 cm x 16 cm doweled upright for door or window panel. 4: interior horizontal bar in 8 cm x 10 cm, left and right dovetail assembly screwed in 6/70mm. 5: top rail 8 cm x 16 cm. 6: double-sided screwed connection 2 screws in 6/120mm. 7: 45° angle bracing in 8 cm x 10 cm. 8: bottom rail 8 cm x 16 cm.

9 : assemblage en queue d’aronde. 10 : montant en 8 cm x 10 cm. 11 : lisse haute de 8 cm x 16 cm.9: dovetail assembly. 10: amount in 8 cm x 10 cm. 11: high rail of 8 cm x 16 cm.

12 : poteau 16 cm x 16 cm. 13 : assemblage cheville bois. 14 : allège en 8 cm x 16 cm. 15 : montant en tableau 8 cm x 16 cm. 16 : lisse basse en 8 cm x 16 cm.12: post 16cm x 16cm. 13: wooden dowel assembly. 14: lighter in 8 cm x 16 cm. 15: amount in table 8 cm x 16 cm. 16: bottom rail in 8 cm x 16 cm.

Avantages apportés :Benefits provided:

Isolation du murWall insulation

Le croisement des panneaux fibre de bois augmente la performance de l’isolation conférant ainsi à l’habitation un confort d’hiver ainsi qu’une bonne protection contre les chaleurs estivales.The crossing of the wood fiber panels increases the performance of the insulation, thus giving the home comfort in winter as well as good protection against summer heat.

Cette structure permet la pose d’un isolant rigide à l’extérieur de 22mm, 40mm, 60mm (etc..) suivant la performance exigée.This structure allows the installation of a rigid insulation on the outside of 22mm, 40mm, 60mm (etc.) depending on the performance required.

Le contreventement des murs :The bracing of the walls:

Ce concept permet également de contreventer la structure sans remplissage d’OBS. En effet, les montants horizontaux et verticaux se croisent en un point permettant le contreventement du mur par une liaison vissée au recto et au verso (vis de 6mm x 12mm).This concept also allows the structure to be braced without OBS filling. Indeed, the horizontal and vertical uprights intersect at a point allowing the bracing of the wall by a screw connection on the front and back (6mm x 12mm screws).

Des contrefiches seront positionnées au niveau des poteaux d’angles en partie haute et en partie basse pour assurer un contreventement supplémentaire. Ces contre fiches auront un angle à 45° pour une meilleure stabilité des murs.Braces will be positioned at the level of the corner posts at the top and bottom to provide additional bracing. These counter plugs will have a 45° angle for better stability of the walls.

Des assemblages en embrèvement permettant une meilleure résistance à la poussée sur les lisses hautes et les lisses bassesRecessed assemblies allowing better resistance to thrust on the top rails and bottom rails

Les croisements des montants verticaux et horizontaux tous les 56 cm (par exemple pour une isolation en fibre de bois)Crossings of vertical and horizontal uprights every 56 cm (for example for wood fiber insulation)

Des contrefiches avec un angle à 45° permettant une liaison poteaux/lisse hautes fixés en queue d’aronde.Braces with a 45° angle allowing a post/high rail connection fixed in a dovetail.

Ce concept est innovant et écologique en termes de murs.This concept is innovative and ecological in terms of walls.

Il allie la solidité d’une construction en poteaux-poutres avec une ossature bois assurant un contreventement optimal sans la fixation de panneau O.S.B.It combines the solidity of a post-beam construction with a wooden frame ensuring optimal bracing without fixing an O.S.B.

Il est écologique car la construction est en Douglas ou en épicéa de forêt. L’isolation est en panneaux de fibre de bois recyclable et respectueux de l’environnement.It is ecological because the construction is in Douglas or forest spruce. The insulation is made of recyclable and environmentally friendly wood fiber panels.

Ces murs peuvent être assemblés en panneaux en atelier.These walls can be assembled into panels in the workshop.

La rapidité de construction, la résistance mécanique de l’ouvrage en font un concept unique, écologique et économique.The speed of construction, the mechanical resistance of the structure make it a unique, ecological and economical concept.

Claims (1)

Mur en poteaux-poutres et ossatures en bois
comportant une lisse haute, une lisse basse, deux poteaux
d’angle assemblées en queue d’aronde par bout fixé par deux vis, des montants, des contreventements sur une partie extérieure en angle de 45°caractérisée en ce qu’il comprend des contrefiches positionnées au niveau des poteaux d’angle en partie haute et en partie basse pour assurer un contreventement supplémentaire.
Wall made of post-beams and wooden frames
comprising a top rail, a bottom rail, two posts
of corners assembled in a dovetail by end fixed by two screws, uprights, braces on an external part at an angle of 45° characterized in that it comprises struts positioned at the level of the corner posts in the upper part and at the bottom to provide additional bracing.
FR2103146A 2021-03-28 2021-03-28 POST-BEAM WALLS AND FRAMEWORK Pending FR3121154A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR2103146A FR3121154A1 (en) 2021-03-28 2021-03-28 POST-BEAM WALLS AND FRAMEWORK

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR2103146A FR3121154A1 (en) 2021-03-28 2021-03-28 POST-BEAM WALLS AND FRAMEWORK
FR2103146 2021-03-28

Publications (1)

Publication Number Publication Date
FR3121154A1 true FR3121154A1 (en) 2022-09-30

Family

ID=76807716

Family Applications (1)

Application Number Title Priority Date Filing Date
FR2103146A Pending FR3121154A1 (en) 2021-03-28 2021-03-28 POST-BEAM WALLS AND FRAMEWORK

Country Status (1)

Country Link
FR (1) FR3121154A1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1622962A (en) * 1923-09-10 1927-03-29 Charles L Michod Building construction
US3082492A (en) * 1959-10-12 1963-03-26 Originators Engineering And De Compensated key slot building construction
WO2004083544A1 (en) * 2003-03-18 2004-09-30 Hartmut Mader Method for producing a product embodied in the form of a timber frame structure from a plurality of timber pieces
JP2006169798A (en) * 2004-12-15 2006-06-29 Mitsuo Yumiya Joint structure of building material, and building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1622962A (en) * 1923-09-10 1927-03-29 Charles L Michod Building construction
US3082492A (en) * 1959-10-12 1963-03-26 Originators Engineering And De Compensated key slot building construction
WO2004083544A1 (en) * 2003-03-18 2004-09-30 Hartmut Mader Method for producing a product embodied in the form of a timber frame structure from a plurality of timber pieces
JP2006169798A (en) * 2004-12-15 2006-06-29 Mitsuo Yumiya Joint structure of building material, and building

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