FR3121154A1 - POST-BEAM WALLS AND FRAMEWORK - Google Patents
POST-BEAM WALLS AND FRAMEWORK Download PDFInfo
- 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
- Authority
- 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
Links
- 230000000712 assembly Effects 0.000 abstract description 7
- 238000000429 assembly Methods 0.000 abstract description 7
- 238000009413 insulation Methods 0.000 abstract description 7
- 101150004367 Il4i1 gene Proteins 0.000 abstract 1
- 229920002522 Wood fibre Polymers 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000002025 wood fiber Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 241000218657 Picea Species 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/80—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
- E04B2/707—Load-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
-
- 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
- E04B2001/262—Connection node with interlocking of specially shaped wooden members, e.g. puzzle type connection
- E04B2001/2624—Connection node with interlocking of specially shaped wooden members, e.g. puzzle type connection with dovetail-type connections
-
- 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
- E04B2001/2696—Shear 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
1èreétape : Fabrication d’un mur poteau-poutre ossature en atelier
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
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)
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.
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)
| 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 |
-
2021
- 2021-03-28 FR FR2103146A patent/FR3121154A1/en active Pending
Patent Citations (4)
| 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PLFP | Fee payment |
Year of fee payment: 2 |
|
| PLSC | Publication of the preliminary search report |
Effective date: 20220930 |
|
| RX | Complete rejection |
Effective date: 20221214 |