FR2543994A1 - Timber structure element for a one- or two-storey dwelling - Google Patents

Timber structure element for a one- or two-storey dwelling Download PDF

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Publication number
FR2543994A1
FR2543994A1 FR8305983A FR8305983A FR2543994A1 FR 2543994 A1 FR2543994 A1 FR 2543994A1 FR 8305983 A FR8305983 A FR 8305983A FR 8305983 A FR8305983 A FR 8305983A FR 2543994 A1 FR2543994 A1 FR 2543994A1
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FR
France
Prior art keywords
uprights
bracing
assembly
ref
crosspiece
Prior art date
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Granted
Application number
FR8305983A
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French (fr)
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FR2543994B1 (en
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FERRY JUHEM BUREAU
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FERRY JUHEM BUREAU
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Publication date
Application filed by FERRY JUHEM BUREAU filed Critical FERRY JUHEM BUREAU
Priority to FR8305983A priority Critical patent/FR2543994B1/en
Publication of FR2543994A1 publication Critical patent/FR2543994A1/en
Application granted granted Critical
Publication of FR2543994B1 publication Critical patent/FR2543994B1/en
Expired legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The invention relates to a device allowing the use of French timber elements of large cross-section, in a timber structure whose meshwork is designed to receive the insulating material and the external facing in a length of 200. The design of the symmetrical assembly between upright and crosspiece enables the varying stresses to be taken up without the structure being damaged and provides the latter with good transverse stability. It consists of a bottom crosspiece 1 resting on the concrete slab or on timber girders on which there are assembled uprights 2 of width e and uprights 3 of width f. These uprights are assembled at the top part on the crosspiece 4 which receives the frame or the girders. The bracing elements 5 assembled in the first bay with an intermediate crosspiece 6 provide stability in the plane of the panel. The assembly 7 of the uprights on the crosspieces or of the bracing elements is carried out by means of connectors with teeth, the thickness of which depends on the stresses to be taken up. The device according to the invention is particularly intended for the walls of one- or two-storey detached houses.

Description

D E S C R I P T I O N
La présente invention concerne un dispositif pour des structures bois dont le maillage permet l'utilisation d'un grand nombre d'éléments de la construction, sans découpe ou modification.DESCRIPTION
The present invention relates to a device for wooden structures whose mesh allows the use of a large number of construction elements, without cutting or modification.

Les structures actuelles sont tramées sur un pas de 30cm. The current structures are screened in a 30cm step.

Cette trame est imposée pour le parement intérieur et pour le voile de contreventement extérieur en CTBX. Les isolants doivent être découpés et le pare-vapeur est percé par les gaines et les boitiers électriques, de ce fait ils perdent de leur efficacité. Le dimensionnement empirique de l'épais- seur du panneau CTBX et de son assemblage dissymétrique sur l'ossature cré-é une certaine fragilité pour le transport et la mise en oeuvre qui est longue et qui nécessite un important contreventement provisoire pour assurer la stabilité transversale de la structure lors de l'assemblage des panneaux.This frame is imposed for the interior facing and for the exterior bracing veil in CTBX. The insulators must be cut and the vapor barrier is pierced by the ducts and electrical boxes, thus they lose their effectiveness. The empirical dimensioning of the thickness of the CTBX panel and its asymmetrical assembly on the framework creates a certain fragility for transport and installation which is long and which requires a significant temporary bracing to ensure transverse stability of the structure when assembling the panels.

Le dispositif selon l'invention permet de remédier a ces inconvénients. L'assemblage des éléments de la structure est symétrique et permet de reprendre des efforts alternés dont
l'intensité dimensionne les éléments d'assemblage. Par sa conception l'ossature offre une bonne résistance transversale ce qui allène et parfois supprime le dispositif de contreventement lors du montage.The device according to the invention overcomes these drawbacks. The assembly of the elements of the structure is symmetrical and allows to take up alternating forces including
the intensity dimensions the assembly elements. By its design, the frame offers good transverse resistance which leads to and sometimes eliminates the bracing device during assembly.

La structure laisse toute liberté dimensionnelle puisque l'on est plus tenu par la trame de 30cm, et que l'épaisseur des poteaux peut prendre la valeur e ou f. La forme du panneau peut être rectangulaire ou trapézoldale, sa hauteur n'est plus fonction de la dimension du voile en CTBX. La liberté dimensionnelle et la liberté dans le choix de l'isolant, du parement intérieur, du parement extérieur, donne à la structure une très grande souplesse architecturale. The structure leaves all dimensional freedom since one is more held by the 30cm grid, and the thickness of the posts can take the value e or f. The shape of the panel can be rectangular or trapezoidal, its height is no longer a function of the dimension of the veil in CTBX. Dimensional freedom and freedom in the choice of insulation, interior facing, exterior facing, gives the structure great architectural flexibility.

L'assemblage entre traverse (4) et poteau (3) selon figure (1) ou avec les contre-fiches est assuré par des connecteurs métalliques (7) enfonces à la presse. Leur dimension et leur épaisseur est fonction du procédé utilisé et de la valeur des efforts à reprendre qui peuvent être en compression ou en traction. The assembly between crosspiece (4) and post (3) according to figure (1) or with the struts is ensured by metal connectors (7) pressed into the press. Their size and thickness is a function of the process used and the value of the forces to be taken up which can be in compression or in traction.

La figure 2 représente une structure pour mur opaque.  Figure 2 shows an opaque wall structure.

La figure 3 représente une structure pour mur opaque dont la longueur nécessite une trame de rattrpage
La figure 4 représente une structure pour mur dAn3 lequel nous devons concevoir une fenetre tS) une porte d'entrée (9) et une porte-fenetre 110). FIG. 3 represents a structure for an opaque wall, the length of which requires a weft of rattrpage
FIG. 4 represents a structure for wall dAn3 which we have to design a window tS) an entrance door (9) and a window door 110).

La figure (5) représente une structure pour mur opaque dont la traverse haute (8) est inclinée suivant un impératif architectural. Figure (5) shows a structure for an opaque wall whose upper cross member (8) is inclined according to an architectural requirement.

Le dispositif représenté sur la figure (2) comporte une traverse basse (1) reposant sur un chaînage beton ou sur un plancher bois. Un traitement insecticide et fongicide sera assuré sur cette pièce. Sur la traverse basse viennent srassembler des montants de largeur e (ref. 2 ou ref. 3). The device shown in Figure (2) comprises a low crosspiece (1) resting on a concrete chaining or on a wooden floor. Insecticide and fungicide treatment will be provided on this part. On the lower cross member come together uprights of width e (ref. 2 or ref. 3).

Ces montants sont assemblés à la partie haute sur une traverse (4) qui reçoit la chapente ou la poutraison. Les contrefiches (5) combines à la traverse (6) assembles dans la première travée assurent la stabilité dans le plan du panneau.These uprights are assembled at the top on a crosspiece (4) which receives the screed or beams. The struts (5) combined with the crosspiece (6) assembled in the first span ensure stability in the plane of the panel.

La hauteur (h) aura pour valeur 239cm pour la solution standard. En variante nous pouvons avoir une traverse biaise (4) selon figure (5). The height (h) will be 239cm for the standard solution. Alternatively we can have a cross beam (4) according to figure (5).

L'addition de 3 b + 3 f.est égale à 200cm
avec tolérance de - +0,1
Son mode d'assemblage en permet l'industrialisation au niveau de l'étudie par l'utilisation de l'ordinateur pour le calcul des efforts, le dessin et la nomenclature des panneaux, au niveau de la fabrication par l'utilisation du matériel couramment utffisé en charpente industrielle, et la suppression du traditionnel assemblage à tenon et mortaise entre les poteaux et les traverses. La conception permet l'utilisation massive des bois de pays et en fait un produit pouvant se fabriquer sur des chaînes entièrement automatisées.The addition of 3 b + 3 f. Is equal to 200cm
with tolerance of - +0.1
Its assembly mode allows its industrialization at the level of the study by the use of the computer for the calculation of the forces, the drawing and the nomenclature of the panels, at the level of the manufacturing by the use of the current material used in industrial framework, and the elimination of the traditional tenon and mortise assembly between the posts and the crosspieces. The design allows the massive use of local wood and makes it a product that can be produced on fully automated chains.

Le dispositif selon l'invention est particulièrement destiné aux murs des maisons individuelles à rez-de-chaussée ou à étage.  The device according to the invention is particularly intended for the walls of individual houses on the ground floor or on two floors.

Claims (3)

R E V E N D I C A ' I O N sR E V E N D I C A 'I O N s 10) Le dispositif de l'élément de structure bois réalisé n résineux de pays à forte section est constitué d'un ensemble montants et traverses caractérisé en ce qu'il comporte un assem- blage symétrique entre les montants et les traverses qui se dimensionne comme les connecteurs des charpentes industrielles en fonction des efforts à reprendre qui assure une très bonne stabilité dans le sens transversal et contribue au contrevente- ment dans le plan du panneau. Ce contreventement est complété par les contre-fiches (5).Le maillage défini entre les montants (ref. 2) ou (ref 3) et les traverses (ref 1) et (ref 4) est dimen- sionné pour recevoir l'isolant sans découpe, un parement extérieur modulé sur 200 cm avec joint de bouts des panneaux supports et tout type de parement intérieur. 10) The device of the wooden structure element made of softwood from countries with a large section consists of a set of uprights and crosspieces characterized in that it comprises a symmetrical assembly between the uprights and the crosspieces which is dimensioned as the connectors of the industrial structures depending on the forces to be taken up which ensures very good stability in the transverse direction and contributes to the bracing in the plane of the panel. This bracing is completed by the counter-sheets (5). The mesh defined between the uprights (ref. 2) or (ref 3) and the crosspieces (ref 1) and (ref 4) is dimensioned to receive the insulation. without cutting, an external facing modulated on 200 cm with joint of ends of the support panels and any type of internal facing. 20) Dispositif selon l'une quelconque des revendications précédentes caractérisé en ce que la bonne stabilité perpendiculaire du plan des panneaux sous l'action du vent, supprime dans certains cas les contreventements provisoires de montage et limite le contreventement de la structure définitive que l'on peut justifier à l'aide d'un programme de calcul tridimentionnel. 20) Device according to any one of the preceding claims, characterized in that the good perpendicular stability of the plane of the panels under the action of the wind, eliminates in certain cases the temporary bracing of assembly and limits the bracing of the final structure that the it can be justified using a three-dimensional calculation program. 30) Dispositif selon l'une quelconque des revendications précédentes caractérisé en ce que les éléments de structure doivent être fabriqués sur une presse àpont ou sur un ensemble de tête de pressage permettant d'enfoncer à chaque point d'assemblage (montant sur traverse), les connecteurs sur les deux faces de la structure en même temps  30) Device according to any one of the preceding claims, characterized in that the structural elements must be produced on a bridge press or on a pressing head assembly making it possible to drive in at each assembly point (amount on cross member), connectors on both sides of the structure at the same time
FR8305983A 1983-04-08 1983-04-08 WOODEN STRUCTURAL ELEMENT FOR GROUND FLOOR OR STOREY HOUSING Expired FR2543994B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR8305983A FR2543994B1 (en) 1983-04-08 1983-04-08 WOODEN STRUCTURAL ELEMENT FOR GROUND FLOOR OR STOREY HOUSING

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8305983A FR2543994B1 (en) 1983-04-08 1983-04-08 WOODEN STRUCTURAL ELEMENT FOR GROUND FLOOR OR STOREY HOUSING

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FR2543994A1 true FR2543994A1 (en) 1984-10-12
FR2543994B1 FR2543994B1 (en) 1986-05-30

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5778159A (en) * 1990-08-08 1998-07-07 Canon Kabushiki Kaisha Data outputting with control of number of gradations expressed
EP2776644A1 (en) * 2011-11-11 2014-09-17 Borg Utviklingsselskab AS Production procedure for making building elements and building element
CN105926836A (en) * 2016-05-26 2016-09-07 沈阳建筑大学 Modular prefabricated sound insulation floor mid-span intermediate plate
CN105926839A (en) * 2016-05-26 2016-09-07 沈阳建筑大学 Modular prefabricated sound insulation floor corner plate
CN105926846A (en) * 2016-05-26 2016-09-07 沈阳建筑大学 Level prefabricated sound insulation floor side-span intermediate plate
CN106049748A (en) * 2016-05-26 2016-10-26 沈阳建筑大学 Leveled middle span side slab of prefabricated sound insulation slab

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE859364C (en) * 1948-10-02 1952-12-15 Friedrich Fischer Lightweight panel
FR2431631A1 (en) * 1978-07-17 1980-02-15 Moehlenpah Walter George CONNECTION SYSTEM FOR WOODEN ELEMENTS

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE859364C (en) * 1948-10-02 1952-12-15 Friedrich Fischer Lightweight panel
FR2431631A1 (en) * 1978-07-17 1980-02-15 Moehlenpah Walter George CONNECTION SYSTEM FOR WOODEN ELEMENTS

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5778159A (en) * 1990-08-08 1998-07-07 Canon Kabushiki Kaisha Data outputting with control of number of gradations expressed
EP2776644A1 (en) * 2011-11-11 2014-09-17 Borg Utviklingsselskab AS Production procedure for making building elements and building element
CN105926836A (en) * 2016-05-26 2016-09-07 沈阳建筑大学 Modular prefabricated sound insulation floor mid-span intermediate plate
CN105926839A (en) * 2016-05-26 2016-09-07 沈阳建筑大学 Modular prefabricated sound insulation floor corner plate
CN105926846A (en) * 2016-05-26 2016-09-07 沈阳建筑大学 Level prefabricated sound insulation floor side-span intermediate plate
CN106049748A (en) * 2016-05-26 2016-10-26 沈阳建筑大学 Leveled middle span side slab of prefabricated sound insulation slab
CN106049748B (en) * 2016-05-26 2018-10-23 沈阳建筑大学 It planarizes in prefabricated acoustical insulation floor across side plate
CN105926839B (en) * 2016-05-26 2019-02-01 沈阳建筑大学 The prefabricated acoustical insulation floor gusset of modularization

Also Published As

Publication number Publication date
FR2543994B1 (en) 1986-05-30

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