FR2925928A1 - Wooden-frame building e.g. wooden house, constructing device, has small beam horizontal structure supporting floor or flat roof, and industrialized structural member supporting cover with attic space - Google Patents
Wooden-frame building e.g. wooden house, constructing device, has small beam horizontal structure supporting floor or flat roof, and industrialized structural member supporting cover with attic space Download PDFInfo
- Publication number
- FR2925928A1 FR2925928A1 FR0709154A FR0709154A FR2925928A1 FR 2925928 A1 FR2925928 A1 FR 2925928A1 FR 0709154 A FR0709154 A FR 0709154A FR 0709154 A FR0709154 A FR 0709154A FR 2925928 A1 FR2925928 A1 FR 2925928A1
- Authority
- FR
- France
- Prior art keywords
- wooden
- floor
- building
- structural member
- roof
- 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- Withdrawn
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
- E04B1/18—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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/42—Arched girders or portal frames of wood, e.g. units for rafter roofs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
Description: Description:
La présente invention, concerne la construction ou 1' agrandissement de bâtiment , selon un principe d'assemblage d'éléments de structures préfabriqués montés perpendiculairement à l'axe longitudinal de la maison. La structure du bâtiment est divisée en sections. Il existe 4 techniques de construction de maison en bois: le bois empilé, le poteaux poutres, 5 l'ossature bois (ou plateforme ), le colombage. Les maisons à ossature bois préfabriquées posent actuellement de nombreux problèmes techniques et de transport, elles nécessitent de très lourds investissements tant pour le matériel que les bâtiments d'exploitations et une main d'oeuvre hautement qualifiée, en atelier et sur le chantier. Le coût de ces maisons en bois reste élevé, leurs isolation est limitée par la largeur des montants de 10 structure. L' invention, objet des présentes, est la Sème technique ,maison à ossature sectionnelle (M.O.S.), le bâtiment est composé de structure simple et légère en bois, de tranches verticales successives et parallèles. La présente invention, s'appuie sur un élément léger déjà fabriqué en grande série : la 15 fermette. A cette fermette, élément de charpente (B), est fixé un double jambage (C), élément de mur porteur extérieur (fig. 1). En fonction des dimensions de l'ensemble (problème de transport) l'ajout de jambes à la fermette se fait en atelier (du fabricant des fermettes) ou sur le chantier. Il est possible aussi de fixer des jambes simples (E), interne, servant de montant à un mur de refend ou à une cloison limitant la portée de l'entrai ou des solives de l'étage. 20 La très grande simplicité de montage, la tolérance dimensionnelle, la rapidité d'assemblage, 1' utilisation d'élément léger se mettant en oeuvre sans moyen mécanique de levage réduisent considérablement les coûts de mis en oeuvres, seul les matériaux et la main d'oeuvre sont à prendre en compte. L' emploi de poutre composite (bois,acier) ou lamellé-collé est possible. L'élément de structure est composé de deux ou trois parties ayant chacune des fonctions 25 distinctes. lere partie haute : soit une structure horizontale solive (A) support de plancher ou toit terrasse, soit une structure triangulaire fermette industrielle (B) élément de charpente. 2°`'e partie verticale : le jambage (C) élément du mur porteur périphérique et intérieur (E) cloison, mur de refend. 30 Les structures sont redressées et fixées sur la dalle de la maison, tous les 60cm créant ainsi le squelette de la maison (fig.l). Ou bien, les structures sont complétées par une 3éf1e partie basse horizontale la solive (D) et les structures sont redressées et fixées généralement tout les 60 cm sur des longrines. The present invention relates to the construction or building extension, according to an assembly principle of prefabricated structural elements mounted perpendicular to the longitudinal axis of the house. The structure of the building is divided into sections. There are 4 techniques for building a wooden house: stacked timber, post beams, 5 timber framing (or platform), half-timbering. Prefabricated timber frame houses currently pose many technical and transport problems, they require very heavy investments both for equipment and farm buildings and a highly qualified workforce, in the workshop and on the site. The cost of these wooden houses remains high, their insulation is limited by the width of the structural uprights. The invention, object of the present, is the Sème technique, house with sectional frame (M.O.S.), the building is composed of simple and light wooden structure, of successive and parallel vertical slices. The present invention is based on a light element already manufactured in large series: the 15 farmhouse. To this truss, a frame element (B), is fixed a double jamb (C), an external load-bearing wall element (fig. 1). Depending on the dimensions of the assembly (transport problem) the addition of legs to the truss is done in the workshop (from the truss manufacturer) or on the site. It is also possible to fix single legs (E), internal, serving as upright to a cross wall or a partition limiting the range of the entrance or the joists of the floor. 20 The very great simplicity of assembly, the dimensional tolerance, the speed of assembly, the use of a light element being implemented without mechanical lifting means considerably reduce the costs of implementation, only the materials and the labor involved. work are to be taken into account. The use of composite beam (wood, steel) or glulam is possible. The structural element is composed of two or three parts each having distinct functions. the upper part: either a horizontal joist structure (A) supporting the floor or roof terrace, or a triangular industrial truss structure (B) framing element. 2 ° `` e vertical part: the jamb (C) element of the peripheral and interior load-bearing wall (E) partition, cross wall. 30 The structures are straightened and fixed on the slab of the house, every 60cm thus creating the skeleton of the house (fig.l). Or, the structures are completed by a 3rd horizontal lower part the joist (D) and the structures are straightened and fixed generally every 60 cm on stringers.
Le jambage périphérique est composé au minimum de 2 bois verticaux (environ 255cm de long) fixés à la structure supérieur par des connecteurs métalliques enfoncés à la presse en atelier ou cloués sur le chantier. Le bois extérieur supporte le voile de contreventement et 1' habillage externe, le bois intérieur supporte les rails métallique ou des liteaux sur lesquels vient se fixer le parement interne (plaque de plâtre). L'espace entre le parement interne et le contreventement externe (environ 30 cm) est remplis d'isolant. Le principe de double jambe permet de faire des épaisseurs de mur réglable (environ 20 cm au minimum) en fonction du type d'isolant sans générer de surcoût .Tous les bois composant les différentes parties ont la même épaisseur pour être connecté entre eux, la largeur est obtenue par calcul en fonction des charges du bâtiment . The peripheral jamb is made up of at least 2 vertical timbers (approximately 255cm long) fixed to the upper structure by metal connectors pressed in with the press in the workshop or nailed on the site. The exterior wood supports the bracing veil and the external cladding, the interior wood supports the metal rails or battens on which the internal facing (plasterboard) is fixed. The space between the internal facing and the external bracing (approximately 30 cm) is filled with insulation. The double leg principle makes it possible to make adjustable wall thicknesses (about 20 cm minimum) depending on the type of insulation without generating additional costs. All the woods composing the different parts have the same thickness to be connected to each other, the width is obtained by calculation according to the loads of the building.
Pareil à une charpente , la maison est découpée en sections fines, ce qui permet de concevoir tout type de bâtiment: maison de plein pied sur dalle béton (fig. 1), avec étages (fig.1+2) , avec comble aménagé(fig. 3),ou avec toit terrasse(fig. 4),ainsi que de long corps de bâtiment pour tout usage ...Sur dalle béton ou plancher bois. La présence d'une dalle béton n'est pas une nécessitée, si l'on fixe la partie inférieur du jambage (C) sur une solive (D) (toujours de même épaisseur) la structure porteuse du parquet sera intégrée à la structure portique de la section (fig.2,3,4), et reposera sur des longrines. Les ouvertures seront traitées différemment si elles sont en pignon ou en façade; en pignon, la structure sert essentiellement de support au parement extérieur, la fermette étant autoporteuse le transfert de charge par les bois verticaux est négligeable, donc le cadre autour del' ouverture servira surtout à maintenir celle-ci .En façade, il faut oeuvrer en deux étapes; selon la portée du linteau il faut doubler ou tripler les jambes sur lesquelles le linteau s'appuiera, couper d'abord le ou les jambages extérieurs, poser le linteau sur lequel elles s'appuieront, le fixer aux jambes renforcées (équerres et pointes à chevrons), fixer les jambes coupées sur le linteau (équerres). Puis procéder de même, coté intérieur. Étapes de la construction d'une maison de plain pied sur dalle béton : • Sur la dalle, fixation de la double lisse aux pieds des façades,et d'une simple aux pignons. • Fixation des équerres de connexion tout les 60 cm, prisent à travers la lisse dans la dalle • Fixation sur les fermettes triangulaires (B) du double jambage (C) en retrait des extrémités pour le débord de toit • Dressage des sections (fig.l), fixées au sol par les équerres sur la lisse basse • Contreventement de la charpente, pose du voile travaillant des murs • Les pignons : pose d'une première série de bois verticaux entre la lisse et l'entrait ( fixé par connecteurs et équerres ) tous les 60 cm environs dans le même plan , pose de la seconde série plus longue, clouée perpendiculaire à la première coté intérieure pour former un T cette structure servira de support du voile extérieur. Le parement intérieur sera fixé sur une structure indépendante.Similar to a frame, the house is cut into thin sections, which makes it possible to design any type of building: single storey house on a concrete slab (fig. 1), with floors (fig. 1 + 2), with a converted attic ( fig. 3), or with roof terrace (fig. 4), as well as long building blocks for any use ... On concrete slabs or wooden floors. The presence of a concrete slab is not necessary, if the lower part of the jamb (C) is fixed on a joist (D) (always of the same thickness) the supporting structure of the parquet will be integrated into the portal structure. section (fig. 2,3,4), and will rest on outriggers. The openings will be treated differently if they are gable or front; in gable, the structure serves mainly as a support for the exterior facing, the farmhouse being self-supporting the load transfer by the vertical timber is negligible, so the frame around the opening will mainly serve to maintain it. two step; depending on the span of the lintel, the legs on which the lintel will rest must be doubled or tripled, first cut the exterior jamb (s), place the lintel on which they will rest, and fix it to the reinforced legs (brackets and spikes at rafters), fix the cut legs on the lintel (brackets). Then proceed in the same way, on the inside. Stages in the construction of a single storey house on a concrete slab: • On the slab, fixing the double rail at the feet of the facades, and a single at the gables. • Attachment of the connection brackets every 60 cm, taken through the rail in the slab • Attachment to the triangular trusses (B) of the double jamb (C) set back from the ends for the roof overhang • Sections (fig. l), fixed to the ground by the brackets on the bottom rail • Bracing of the frame, installation of the wall working the walls • The gables: installation of a first series of vertical timbers between the rail and the beam (fixed by connectors and brackets) every 60 cm around in the same plane, laying the second longer series, nailed perpendicular to the first inner side to form a T this structure will serve as a support for the outer wall. The interior facing will be fixed on an independent structure.
35 15 20 25 30 35 Étapes de la construction d'une maison de plein pied sur longrine : • Fixation d'une lisse sur les longrines, fixation des équerres sur les lisses prisent dans les longrines tous les 60 cm • Assemblage des sections, les doubles jambages (C) sous l'entrait, les solives (D) sous les 5 jambages (C) formant ainsi un pentagone • Dressage des sections fixées par les équerres • Contreventement de la charpente ...la suite comme dans l'exemple précèdent. Les seuils de portes et portes-fenêtres pourrait être en béton préfabriqués fixés sur les solives (D) entaillées.35 15 20 25 30 35 Stages in the construction of a single storey house on outriggers: • Fixing a rail on the outriggers, fixing the brackets on the rails taken in the outriggers every 60 cm • Assembly of the sections, the double jambs (C) under the entry, the joists (D) under the 5 jambs (C) thus forming a pentagon • Dressing of the sections fixed by the brackets • Bracing of the frame ... continued as in the previous example . Door sills and patio doors could be precast concrete attached to the notched joists (D).
10 Étapes de la construction d'un bâtiment à étage (fig.1+2) Le montage de la structure se fait en deux phases : • montage des structures du rez-de-chaussée; assemblage des sections de forme rectangulaire soit sur une dalle béton soit sur des longrines (fig. 2) donc : une solive ou structure haute (A), à ses extrémités les doubles jambages (C), éventuellement un renfort (E), qui reposent ou non sur une solive basse (D). • L' ensemble des sections de forme rectangulaire est contreventé par un voile travaillant sur les faces verticales (murs) et sur sa face horizontale (parquet). Les ouvertures des parois verticales (porte, fenêtre ...) ainsi qu'horizontales (trémie d'escaliers) seront réalisés selon les normes des DTU. • Les structures du 10r étage seront dressées sur le parquet, les sections (fig.1) avec leurs doubles jambages formeront les murs périphérique du 1e` et la charpente (fig. 1+2). L'orientation des structures du le` étage peut être différente de celle du rez-de-chaussée (faîtage parallèle ou perpendiculaire à la façade de la maison). De part sa conception, les maisons à ossature sectionnelle (M.O.S.) résolvent un bon nombres de problèmes : - Une M.O.S. se monte avec un outillage restreint, la préfabrication des sections étant sous traitée à un atelier d'assemblage de fermettes industrielles, livrées et déchargées sur le chantier par celui-ci, pour un coût minime. - De part sa segmentation, la M.O.S. ne nécessite pas une grande précision de l'ouvrage de soubassement et s'adapte sans bricolage à un sol imparfait sans défaut d' appui . -Isolation thermique: l'isolant est continu, il est placé entre les entraits puis déroulé entre les jambages. Sans lisse haute aucune interruption d'isolant entre la partie verticale et horizontale. [l n'y a pas non plus de limite d'épaisseur. Les jambes peuvent être plus ou moins écartées, sans surcoût, (pour permettre une isolation avec des bottes de paille par exemple) à ce jour aucune technique industrielle de maison à ossature bois ne le permet sans surcoût . Dans 1' exemple de base, l'épaisseur de l'isolant dans les murs est de 30cm, de 40 cm en comble, et de 25cm entre solives (si parquet bois) - Isolation phonique: en plus des qualités d'isolation phonique de l'isolant thermique, il n'y a pas de pont entre les deux jambes. La maison a une structure idéale de double coque indépendante. - L'absence de lisse haute et l'espace entre le voile travaillant et le parement intérieur facilitent considérablement le passage des gaines de fluides (même les gros diamètres des conduits de la V.M.C. par exemple). Variantes : Dans le cas d' agrandissement de bâtiment existant la structure sectionnelle peut s'appuyer perpendiculairement à un mur porteur, comme des arcs-boutants(fig.5) , ou se dresser parallèlement à la face du bâtiment existant (4.6). 10 Stages in the construction of a two-storey building (fig. 1 + 2) The erection of the structure is carried out in two phases: • erection of the structures on the ground floor; assembly of rectangular sections either on a concrete slab or on stringers (fig. 2) therefore: a joist or high structure (A), at its ends the double jambs (C), possibly a reinforcement (E), which rest or not on a low joist (D). • All the rectangular sections are braced by a veil working on the vertical faces (walls) and on its horizontal face (parquet). The openings of the vertical walls (door, window ...) as well as the horizontal (staircase hopper) will be made according to DTU standards. • The structures of the 10th floor will be erected on the parquet, the sections (fig.1) with their double jambs will form the peripheral walls of the 1st and the frame (fig. 1 + 2). The orientation of the structures of the first floor may be different from that of the ground floor (ridge parallel or perpendicular to the facade of the house). By design, sectional frame houses (M.O.S.) solve a good number of problems: - An M.O.S. is assembled with a limited tool, the prefabrication of the sections being subcontracted to an assembly workshop of industrial trusses, delivered and unloaded on the site by this one, at a minimal cost. - Due to its segmentation, the M.O.S. does not require a great precision of the base work and adapts without DIY to an imperfect ground without defect of support. -Thermal insulation: the insulation is continuous, it is placed between the beams then unrolled between the jambs. Without top rail, no break in insulation between the vertical and horizontal part. [There is also no thickness limit. The legs can be more or less apart, at no additional cost (to allow insulation with straw bales, for example) to date no industrial wood-frame house technique allows this at no additional cost. In the basic example, the thickness of the insulation in the walls is 30cm, 40cm at the top, and 25cm between joists (if wooden parquet) - Sound insulation: in addition to the sound insulation qualities of thermal insulation, there is no bridge between the two legs. The house has an ideal structure of independent double hull. - The absence of a top rail and the space between the working wall and the interior facing considerably facilitate the passage of the fluid ducts (even the large diameters of the V.M.C. ducts for example). Variants: In the case of an extension of an existing building, the sectional structure can rest perpendicularly to a load-bearing wall, like flying buttresses (fig. 5), or stand parallel to the face of the existing building (4.6).
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0709154A FR2925928A1 (en) | 2007-12-26 | 2007-12-26 | Wooden-frame building e.g. wooden house, constructing device, has small beam horizontal structure supporting floor or flat roof, and industrialized structural member supporting cover with attic space |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0709154A FR2925928A1 (en) | 2007-12-26 | 2007-12-26 | Wooden-frame building e.g. wooden house, constructing device, has small beam horizontal structure supporting floor or flat roof, and industrialized structural member supporting cover with attic space |
Publications (1)
Publication Number | Publication Date |
---|---|
FR2925928A1 true FR2925928A1 (en) | 2009-07-03 |
Family
ID=39683899
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR0709154A Withdrawn FR2925928A1 (en) | 2007-12-26 | 2007-12-26 | Wooden-frame building e.g. wooden house, constructing device, has small beam horizontal structure supporting floor or flat roof, and industrialized structural member supporting cover with attic space |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2925928A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021258204A1 (en) * | 2020-06-26 | 2021-12-30 | Aitken Innovations Incorporated | A method of constructing a building |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1673788A (en) * | 1924-10-01 | 1928-06-12 | George F Hobson | Portable building |
US3662502A (en) * | 1970-05-28 | 1972-05-16 | Truss Mfg Co Inc | Building frame and method of erecting a building |
DE8913472U1 (en) * | 1989-11-15 | 1990-03-08 | Ch. Blum Holzbau Gmbh, 5450 Neuwied, De | |
DE19507512A1 (en) * | 1994-03-08 | 1995-09-14 | Manfred Krines | Heat insulated building |
DE202007000018U1 (en) * | 2007-06-06 | 2007-08-30 | Dabow, Roland | Prefabricated framework module for constructing e.g. medium building, has vertical sticks and horizontal bars connected with each other at their ends by using mortise dowel joint, and mechanism receiving threaded bars |
-
2007
- 2007-12-26 FR FR0709154A patent/FR2925928A1/en not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1673788A (en) * | 1924-10-01 | 1928-06-12 | George F Hobson | Portable building |
US3662502A (en) * | 1970-05-28 | 1972-05-16 | Truss Mfg Co Inc | Building frame and method of erecting a building |
DE8913472U1 (en) * | 1989-11-15 | 1990-03-08 | Ch. Blum Holzbau Gmbh, 5450 Neuwied, De | |
DE19507512A1 (en) * | 1994-03-08 | 1995-09-14 | Manfred Krines | Heat insulated building |
DE202007000018U1 (en) * | 2007-06-06 | 2007-08-30 | Dabow, Roland | Prefabricated framework module for constructing e.g. medium building, has vertical sticks and horizontal bars connected with each other at their ends by using mortise dowel joint, and mechanism receiving threaded bars |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021258204A1 (en) * | 2020-06-26 | 2021-12-30 | Aitken Innovations Incorporated | A method of constructing a building |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2007048836A1 (en) | New type of building, method and means for erecting it | |
LV14137B (en) | Double walled wooden block and method of wall construction using the same | |
JP2012241482A (en) | Built-up house and method for building up the sane | |
JP2010144448A (en) | Wiring structure of building | |
EP0097102B1 (en) | Construction process for buildings from wooden framed modular elements with incorporated insulation, and modular elements for carrying out the process | |
RU101058U1 (en) | HOUSING FRAME OR OTHER STRUCTURE BASED ON PROFILE GLUED BEAM | |
FR2925928A1 (en) | Wooden-frame building e.g. wooden house, constructing device, has small beam horizontal structure supporting floor or flat roof, and industrialized structural member supporting cover with attic space | |
JPH02292438A (en) | Building structure of wooden house | |
WO2016189210A1 (en) | Building having mostly prefabricated components | |
JP2006322205A (en) | Wall type wooden building | |
FR2610022A1 (en) | CONSTRUCTIVE SYSTEM, BY MODULAR WOOD FRAMES, FORMING STRUCTURES, AND METHOD OF MOUNTING | |
FR3017888A1 (en) | ARCHITECTURAL THREE DIMENSIONAL MODULAR CONSTRUCTION INTEGRATING HEMP CONCRETE | |
FR2979363A1 (en) | Industrial construction for e.g. emergency dwellings, has metal parts charged to hook and fix cross-pieces, frameworks, partition posts and junction panels at gantries for allowing filling and connecting of walls and roof with gantries | |
BE1010092A6 (en) | Method of manufacturing and assembly of an element construction concrete. | |
BE509590A (en) | ||
WO2016034729A1 (en) | Building construction method and panel for building construction implementing such a method | |
FR2944815A1 (en) | Wooden structural construction element e.g. frame, for e.g. equipment of house, has cheeks assembled with shrunk part on edge of block so as to form three grooves and tab around element | |
FR2529599A1 (en) | Method for constructing buildings having several stories, especially dwelling houses joined together in so-called "terraces" and houses thus obtained. | |
FR2491112A1 (en) | Shingle for tiled roof - has metal channel with hooked end to engage tile edge | |
FR2627791A1 (en) | Load-bearing insulated wall - with air spaces between its faces and insulation retained by PVC rails | |
JPS60215957A (en) | Wall panel for prefabricated structure and prefabricated structure containing said wall panel | |
FR2523183A1 (en) | Wooden frame for house - has frame made by combining three timber sections in various ways | |
FR2808295A1 (en) | Industrially manufactured modular elements, for permanent concrete shuttering, comprises plates with one plane surface and other with oblique grooves in which spacers slide, cotter pin between spacers locks assembly | |
FR2497858A1 (en) | SUPPORTING ELEMENT FOR THE CONSTRUCTION OF CEILINGS OR ROOFS | |
CH257656A (en) | Building construction process and building constructed using this process, in particular prefabricated chalet. |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
ST | Notification of lapse |
Effective date: 20130830 |
|
RN | Application for restoration |
Effective date: 20140114 |
|
FC | Decision of inpi director general to approve request for restoration |
Effective date: 20140304 |
|
PLFP | Fee payment |
Year of fee payment: 9 |
|
ST | Notification of lapse |
Effective date: 20170831 |