WO1986006315A1 - Elongate construction element with lamellar structure - Google Patents

Elongate construction element with lamellar structure Download PDF

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Publication number
WO1986006315A1
WO1986006315A1 PCT/FR1986/000149 FR8600149W WO8606315A1 WO 1986006315 A1 WO1986006315 A1 WO 1986006315A1 FR 8600149 W FR8600149 W FR 8600149W WO 8606315 A1 WO8606315 A1 WO 8606315A1
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WO
WIPO (PCT)
Prior art keywords
lamellar structure
construction
thickness
element according
spacing
Prior art date
Application number
PCT/FR1986/000149
Other languages
French (fr)
Inventor
Bruno Ricard
Original Assignee
Bruno Ricard
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 Bruno Ricard filed Critical Bruno Ricard
Priority to EP86902840A priority Critical patent/EP0220256B1/en
Priority to DE3689994T priority patent/DE3689994T2/en
Publication of WO1986006315A1 publication Critical patent/WO1986006315A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06CLADDERS
    • E06C7/00Component parts, supporting parts, or accessories
    • E06C7/08Special construction of longitudinal members, or rungs or other treads
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B27WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
    • B27DWORKING VENEER OR PLYWOOD
    • B27D1/00Joining wood veneer with any material; Forming articles thereby; Preparatory processing of surfaces to be joined, e.g. scoring
    • B27D1/04Joining wood veneer with any material; Forming articles thereby; Preparatory processing of surfaces to be joined, e.g. scoring to produce plywood or articles made therefrom; Plywood sheets

Definitions

  • Elongated building element with lamellar structure Elongated building element with lamellar structure.
  • the present invention relates to an elongated construction element made of wood and with a lamellar structure such as a beam, upright, cross member, or the like, usable for the production of formwork or other wooden structures, or for the execution of construction frameworks. and various works. It also targets the frameworks made using this element.
  • the elongated pieces of wood used in construction such as beams, uprights, crosspieces and others, are generally made of solid wood and the perforations necessary for their assembly are most often carried out on construction sites, as required. It is known to produce pieces of wood with lamellar structures, for a frame (FR-A-485.010), but these pieces of wood which are composed of superimposed strips of wood assembled by nailing, bolting or gluing, are of little interest , because they offer no ease of connection with each other, nor any flexibility of use on construction sites. In addition, the holes required for their bolting assembly are carried out on site, empirically, at the desired locations, as required, so that they are practically not reusable. Under these conditions, because of their high cost, solid wood pieces are generally preferred to them.
  • solid wood is not a perfectly stable material, elongated pieces of wood such as beams and the like made from this material have very low resistance to compression, both longitudinal and transverse. It is therefore excluded from being able to install, in the holes made in these pieces of solid wood, metal members or parts intended to withstand significant forces, such as, for example, members for assembling elements of structures subjected to significant tensile, compressive and other forces.
  • these solid wood construction elements offer no flexibility of use on construction sites.
  • the object of the present invention is in particular to remedy the abovementioned shortcomings of construction elements such as beams, uprights, crosspieces and the like, made of solid wood, with laminated structure, or in conventional plywood.
  • this objective is achieved by means of an elongated construction element with a lamellar structure consisting of a plurality of thin plies or overlapping strips of wood glued or laminated, the fibers of which are all oriented in the length direction. of said element, this construction element being more particularly remarkable in that it is provided with a plurality of equidistant transverse holes traversing it right through in the direction of its thickness and distributed over its entire length, this element possibly, for example, be called upon to constitute a beam, an upright, a cross member or other piece of frame or various frame.
  • the elongated building element according to the invention provides several advantages. For example :
  • ⁇ ⁇ - It can be easily combined or assembled, in various positions, with one or more other similar elements; ⁇ ⁇ - it provides ease of assembly and disassembly favoring s' reuse, and a flexible use on construction sites.
  • Figure 1 is a partial perspective view with partial cutaway, showing a beam executed according to the invention.
  • FIG. 2 is a perspective view illustrating various uses of the construction element according to the invention, in an interesting application for the production of a wooden sheet.
  • FIGS. 3 and 4 are partial views, in
  • Q perspective illustrating two modes of connecting beams arranged in the same direction.
  • FIG. 5 is a perspective view of a portion of a beam with a lamellar structure executed according to the invention.
  • FIG. 6 is a front view showing the assembly of two beams joined end to end, according to the connection mode illustrated in Figure 3.
  • This element 1 with a lamellar structure is remarkable by the fact that it consists of a plurality of folds or thin strips of wood 1a, 1b, 1c, 1d, ..., 1n, glued or laminated, the wood grain is oriented in the same direction. More precisely. The fibers of all the thin strips of wood or joined plies are oriented in the direction of the length L of the element. On the other hand, this element is provided with a plurality of transverse holes 3, regularly spaced. Crossing it right through, in the direction of its thickness E.
  • the perforations or equidistant holes 3 advantageously have a cylindrical shape and they are distributed over the entire length L of the element 1.
  • the building elements according to the invention may be performed with length, width and different thickness, being understood that, depending on their destination, they may advantageously be standardized to have an identical section and different lengths.
  • all the elements intended for the same application are provided with holes or perforations 3 having the same diameter and a spacing or not 2 equal.
  • the width l and the thickness E of the element advantageously have values provided as a function of the value of the pitch 2 or spacing of the perforations 3. More precisely, the width l and the thickness E of the element correspond , respectively, at half and sixth of the value of this step or spacing.
  • the wood used for making the building element according to the invention can advantageously be a spruce from the northern regions.
  • the plies or sheets of veneer are obtained, in a known manner, by peeling or slicing, and are glued or laminated using films or layers of phenolic resins known per se, which participate in the enrichment of the elements thus executed and improve Their performances.
  • the element with a lamellar structure according to the invention lends itself to very varied uses and can withstand efforts significant, without risk of buckling, cracking or rupture.
  • FIG. 2 Illustrated in Figures 2 to 4, some examples of uses of the building element according to the invention.
  • this element is used as a vertical beam for stiffening a form.
  • Figures 3 and 6 illustrate the assembly of two identical beams 1 abutted, by means of splices l 'arranged on either side of the end parts of said beams and assembled by means of bolts 5, passing through the holes that have said parts , these fishplates being constituted by small elements executed in accordance with the invention and comprising at least four holes 3.
  • the spacing 2 "which separates the adjacent perforations 3 from the two beams 1 arranged end to end, is identical to the step 2 of the perforations 3 with which said beams are provided, owing to the fact that, as indicated above, the value of the spacing 2 'corresponds to half of step 2.
  • Figure 4 shows another method of assembling two identical beams 1 oriented in parallel. According to this mode of connection, the beams are placed in contact by one of their terminal part, so that at least two of their perforations 3 are placed in alignment, the assembly being carried out by means of bolts 5 passing through said perforations aligned.
  • the invention also relates to wooden frames of various constructions or works, produced using a plurality of elements executed in the manner indicated above and assembled by means of connecting members known per se, such as bolts 5 , bars 6 or 7, fittings 10 or others.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Wood Science & Technology (AREA)
  • Forests & Forestry (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Laminated Bodies (AREA)
  • Toys (AREA)
  • Panels For Use In Building Construction (AREA)
  • Escalators And Moving Walkways (AREA)

Abstract

Elongate construction element with lamellar structure such as for example a beam, an upright, a cross-bar or other frame or framework part, comprised of a plurality of superposed thin wooden plies of lamellae (1a, 1b, 1c, 1d, ..., 1n) adhered or glued together and of which the fibers are all orientated in the direction of the length (L) of said element, characterized in that the latter is provided with a plurality of equidistant transversal holes (3) which go right through it in the direction of its thickness (E) and distributed throughout its length (L). The invention also relates to wooden frameworks for various constructions or works, characterized in that they are executed by means of a plurality of elongate construction elements having a lamellar structure, which are built as indicated hereabove and assembled by means of connection members known per se.

Description

Elément de construction allongé à structure lamellaire.Elongated building element with lamellar structure.
La présente invention concerne un élément de cons¬ truction allongé en bois et à structure lamellaire tel que poutre, montant, traverse, ou autre, utilisable pour la réalisation de coffrages ou autres ouvrages en bois, ou pour l'exécution d'ossatures de constructions et d'ouvrages divers. Elle vise aussi les ossatures réalisées à l'aide de cet élément.The present invention relates to an elongated construction element made of wood and with a lamellar structure such as a beam, upright, cross member, or the like, usable for the production of formwork or other wooden structures, or for the execution of construction frameworks. and various works. It also targets the frameworks made using this element.
Les pièces de bois de forme allongée employées en construction telles .que poutres, montants, traverses et autres, sont généralement réalisées en bois massif et les perforations nécessaires à leur assemblage sont le plus souvent exécutées sur les chantiers, en fonction des besoins. II est connu de réaliser des pièces de bois à structures lamellaire, pour charpente (FR-A-485.010), mais ces pièces de bois qui sont composées de lamelles de bois superposées assemblées par clouage, boulonnage ou collage, ne présentent guère d'intérêt, car elles n'offrent aucune facilité de liaison les unes par rapport aux autres, ni aucune souplesse d'utilisation sur les chantiers. De plus, les perçages nécessaires à leur assemblage par boulonnage sont exécutés sur les chantiers, de manière empirique, aux emplacements dési- rés, en fonction des besoins, de sorte qu'elles ne sont pratiquement pas réutilisables. Dans ces conditions, en raison de leur coût élevé, on leur préfère généralement les pièces de bois massif.The elongated pieces of wood used in construction such as beams, uprights, crosspieces and others, are generally made of solid wood and the perforations necessary for their assembly are most often carried out on construction sites, as required. It is known to produce pieces of wood with lamellar structures, for a frame (FR-A-485.010), but these pieces of wood which are composed of superimposed strips of wood assembled by nailing, bolting or gluing, are of little interest , because they offer no ease of connection with each other, nor any flexibility of use on construction sites. In addition, the holes required for their bolting assembly are carried out on site, empirically, at the desired locations, as required, so that they are practically not reusable. Under these conditions, because of their high cost, solid wood pieces are generally preferred to them.
Toutefois, le bois massif n'étant pas un matériau parfaitement stable, les pièces de bois allongées telles que poutres et similaires exécutées dans ce matériau, présentent une très faible résistance à la compression tant longitudinale que transversale. Il est exclu, de ce fait, de pouvoir installer, dans des perçages pratiqués dans ces pièces de bois massif, des organes ou pièces métalliques destinés à supporter des efforts importants, tels que, par exemple, des organes d'assemblage d'éléments d'ouvrages soumis à des forces importantes de traction, de compression et autres. En outre, ces éléments de construction en bois massif n'offrent aucune souplesse d'utilisation sur les chantiers.However, since solid wood is not a perfectly stable material, elongated pieces of wood such as beams and the like made from this material have very low resistance to compression, both longitudinal and transverse. It is therefore excluded from being able to install, in the holes made in these pieces of solid wood, metal members or parts intended to withstand significant forces, such as, for example, members for assembling elements of structures subjected to significant tensile, compressive and other forces. In addition, these solid wood construction elements offer no flexibility of use on construction sites.
En raison de leurs performances insuffisantes, les applications des poutres classiques et éléments de construction analogues, demeurent très Limitées. • Les poutres et poutrelles exécutées en contre-plaqué ordinaire à fil croisé dont l'emploi est plus rare compte tenu de leur coût plus élevé, n'offrent pas des qualités de résistance mécanique très supérieures à celles des poutres en bois massif. La présente invention a notamment pour but de remédier aux insuffisances susmentionnées des éléments de construction tels que poutres, montants, traverses et autres, exécutés en bois massif, à structure lamel- laire, ou en contre-plaqué classique.Due to their insufficient performance, the applications of conventional beams and similar construction elements remain very limited. • Beams and beams made of ordinary cross-plywood, the use of which is rarer given their higher cost, do not offer much higher mechanical strength qualities than solid wood beams. The object of the present invention is in particular to remedy the abovementioned shortcomings of construction elements such as beams, uprights, crosspieces and the like, made of solid wood, with laminated structure, or in conventional plywood.
Selon L'invention, cet objectif est atteint au moyen d'un élément de construction allongé à structure lamellaire constitué d'une pluralité de minces plis ou lamelles de bois superposées collées ou contrecollées e dont les fibres sont toutes orientées dans le sens de la Longueur dudit élément, cet élément de construction étant plus particulièrement remarquable par le fait qu'il est pourvu d'une pluralité de trous transversaux équidistants le traversant de part en part dans le sens de son épaisseur et répartis sur toute sa longueur, cet élément pouvant, par exemple, être appelé à constituer une poutre, un montant, une traverse ou autre pièce de charpente ou d'ossature diverse.According to the invention, this objective is achieved by means of an elongated construction element with a lamellar structure consisting of a plurality of thin plies or overlapping strips of wood glued or laminated, the fibers of which are all oriented in the length direction. of said element, this construction element being more particularly remarkable in that it is provided with a plurality of equidistant transverse holes traversing it right through in the direction of its thickness and distributed over its entire length, this element possibly, for example, be called upon to constitute a beam, an upright, a cross member or other piece of frame or various frame.
L'élément de construction allongé selon l'invention procure plusieurs avantages. Par exemple :The elongated building element according to the invention provides several advantages. For example :
- il autorise la mise en oeuvre d'assemblages de pièces permettant de développer des efforts importants au niveau de ces assemblages ;- it authorizes the use of parts assemblies allowing significant efforts to be made at the level of these assemblies;
- il permet son accouplement à un certain nombre de dispositifs de liaison mécanique, de manière fiable ;- it allows its coupling to a number of mechanical connection devices, reliably;
5 - il facilite la tâche des exécutants, en raison du fait que ses trous successifs constituent des repères pour La pose des équipements divers (par exemple, appuis, stabilisateurs, moyens de jonction, dans Les applications de L'invention au montage de coffrages) ou 10 pour déterminer Les emplacements d'appui ou d'assemblage des éléments ;5 - it facilitates the task of the performers, due to the fact that its successive holes constitute benchmarks for the installation of various equipment (for example, supports, stabilizers, junction means, in the applications of the invention to the assembly of formwork ) or 10 to determine the support or assembly locations of the elements;
- il peut être aisément combiné ou assemblé, dans diverses positions, à un ou plusieurs autres éléments semblables ; ι ς - il procure une grande facilité de montage et de démontage favorisant s'a réutilisation, ainsi qu'une grande souplesse d'utilisation sur les chantiers.- It can be easily combined or assembled, in various positions, with one or more other similar elements; ι ς - it provides ease of assembly and disassembly favoring s' reuse, and a flexible use on construction sites.
Les buts, caractéristiques et avantages susmentionnés et d'autres encore, ressortiront mieux deThe aforementioned goals, features and advantages, and others, will become more apparent from
20 la description qui suit et des dessins annexés dans Lesquels :20 the following description and attached drawings in which:
La figure 1 est une vue partielle, en perspective et avec arrachements partiels, montrant une poutre exécutée selon L'invention.Figure 1 is a partial perspective view with partial cutaway, showing a beam executed according to the invention.
25 La figure 2 est une vue en perspective illustrant diverses utilisations de l'élément de construction selon l'invention, dans une application intéressante à la réalisation d'une banche en bois.FIG. 2 is a perspective view illustrating various uses of the construction element according to the invention, in an interesting application for the production of a wooden sheet.
Les figures 3 et 4 sont des vues partielles, enFigures 3 and 4 are partial views, in
,Q perspective, illustrant deux modes de liaison de poutres disposées dans la même direction., Q perspective, illustrating two modes of connecting beams arranged in the same direction.
La figure 5 est une vue en perspective, d'une portion de poutre à structure lamellaire exécutée selon L ' invention.FIG. 5 is a perspective view of a portion of a beam with a lamellar structure executed according to the invention.
35 La figure 6 est une vue de face montrant l'assem¬ blage de deux poutres jointes bout à bout, suivant le mode de liaison illustré à la figure 3.FIG. 6 is a front view showing the assembly of two beams joined end to end, according to the connection mode illustrated in Figure 3.
On se réfère auxdits dessins pour décrire un exemple de réalisation intéressant, quoique nullement limitatif, de L'éLément de construction allongé à structure lamellaire selon l'invention, ainsi que quelques exemples d'utilisation dudit élément.Reference is made to said drawings to describe an interesting, although in no way limiting, embodiment of the elongated building element with a lamellar structure according to the invention, as well as some examples of use of said element.
Cet élément 1 à structure lamellaire est remarqua¬ ble par le fait qu'il est constitué d'une pluralité de plis ou Lamelles minces de bois 1a, 1b, 1c, 1d, ..., 1n, collées ou contrecol Lées, dont le fil du bois est orienté dans une même direction. Plus précisément. Les fibres de toutes Les Lamelles minces de bois ou plis accolées sont orientées dans le sens de la longueur L de l'élément. D'autre part, cet élément est pourvu d'une plura¬ lité de trous transversaux 3, régulièrement espacés. Le traversant de part en part, dans Le sens de son épaisseur E.This element 1 with a lamellar structure is remarkable by the fact that it consists of a plurality of folds or thin strips of wood 1a, 1b, 1c, 1d, ..., 1n, glued or laminated, the wood grain is oriented in the same direction. More precisely. The fibers of all the thin strips of wood or joined plies are oriented in the direction of the length L of the element. On the other hand, this element is provided with a plurality of transverse holes 3, regularly spaced. Crossing it right through, in the direction of its thickness E.
Les perforations ou trous équidistants 3 ont avantageusement une forme cylindrique et ils sont, répartis sur toute la Longueur L de l'élément 1.The perforations or equidistant holes 3 advantageously have a cylindrical shape and they are distributed over the entire length L of the element 1.
D'autre part, ils sont, de manière intéressante, situés Le long de la ligne médiane l* de La Largeur l de L'élément, à égale distance des faces latérales longitudinales opposées 1a correspondant à l'épaisseur de celui-ci.On the other hand, they are, advantageously, located along the median line l * of the width l of the element, equidistant from the opposite longitudinal lateral faces 1a corresponding to the thickness of the latter.
Les éléments de construction selon l'invention' peuvent être exécutés avec des longueur, largeur et épaisseur diverses, étant entendu qu'en fonction de leur destination, ils peuvent être avantageusement standardisés pour présenter une section identique et différentes longueurs.The building elements according to the invention 'may be performed with length, width and different thickness, being understood that, depending on their destination, they may advantageously be standardized to have an identical section and different lengths.
D'autre part, tous les éléments destinés à une même application (exécution de coffrage bois, par exemple) sont pourvus de trous ou perforations 3 ayant un même diamètre et un espacement ou pas 2 égal. L'espacement 2' qui sépare chaque extrémité de l'élément de la perforation 3 disposée à proximité de cette extrémité,est égal à la moitié du pas 2 ou espacement qui sépare les perforations. La largeur l et L'épaisseur E de l'élément ont avantageusement des valeurs prévues en fonction de la valeur du pas 2 ou espacement des perforations 3. Plus précisément, la largeur l et L'épaisseur E de l'élé¬ ment, correspondent, respectivement, à la moitié et au sixième de la valeur de ce pas ou espacement. Ainsi, pour un élément pourvu de perforations 3 espacées suivant un pas de 30 cm, la largeur l et L'épaisseur E dudit élément ont, respectivement, une dimension de : - L = 30 cm : 2 = 15 cm ; - E = 30 cm : 6 = 5 cm.On the other hand, all the elements intended for the same application (execution of wooden formwork, for example) are provided with holes or perforations 3 having the same diameter and a spacing or not 2 equal. The spacing 2 'which separates each end of the element of the perforation 3 disposed near this end, is equal to half of the pitch 2 or spacing which separates the perforations. The width l and the thickness E of the element advantageously have values provided as a function of the value of the pitch 2 or spacing of the perforations 3. More precisely, the width l and the thickness E of the element correspond , respectively, at half and sixth of the value of this step or spacing. Thus, for an element provided with perforations 3 spaced apart in a pitch of 30 cm, the width l and the thickness E of said element have, respectively, a dimension of: - L = 30 cm: 2 = 15 cm; - E = 30 cm: 6 = 5 cm.
Le bois utilisé pour la confection de L'élément de construction selon l'invention peut être avantageu¬ sement un épicéa des régions septentrionales.The wood used for making the building element according to the invention can advantageously be a spruce from the northern regions.
Les plis ou feuilles de placage sont obtenus, de manière connue, par déroulage ou tranchage, et sont collés ou contrecollés à l'aide de pellicules ou couches de résines phénoliques connues en soi, lesquelles participent à l'enrichissement des éléments ainsi exécutés et améliorent Leurs performances.The plies or sheets of veneer are obtained, in a known manner, by peeling or slicing, and are glued or laminated using films or layers of phenolic resins known per se, which participate in the enrichment of the elements thus executed and improve Their performances.
En raison de sa robustesse, de sa grande résistance à La compression et de sa stabilité parfaite, malgré la présence de ses perforations, l'élément à structure lamellaire selon L'invention se prête à des utilisa¬ tions très variées et peut supporter des efforts importants, sans risques de flambage, de fissuration ou de rupture.Because of its robustness, its high resistance to compression and its perfect stability, despite the presence of its perforations, the element with a lamellar structure according to the invention lends itself to very varied uses and can withstand efforts significant, without risk of buckling, cracking or rupture.
On a illustré, aux figures 2 à 4, quelques exemples d'utilisations de L'élément de construction selon l ' invention. Selon la figure 2, cet élément est employé comme poutre verticale de raidissement d'une banche. On a représenté, à titre indicatif, l'installation de divers organes ou accessoires sur les poutres verticales exécutées conformément à l'invention, tels que :Illustrated in Figures 2 to 4, some examples of uses of the building element according to the invention. According to Figure 2, this element is used as a vertical beam for stiffening a form. We have shown, for information, the installation of various organs or accessories on the vertical beams executed in accordance with the invention, such as:
- console 4 destinée à supporter une plateforme ou passerelle de travail et fixée sur l'un des éléments 1 au moyen de boulons 5 traversant des trous 3 superposés dudit élément ;- console 4 intended to support a working platform or walkway and fixed to one of the elements 1 by means of bolts 5 passing through holes 3 superimposed on said element;
- barreau de suspension 6 positionné dans les trous 3 alignés de deux montants 1 voisins ; " barreaux d'échelles 7 logés dans les trous 3 superposées de deux éléments 1 voisins ;- suspension bar 6 positioned in the aligned holes 3 of two neighboring uprights 1; "ladder bars 7 housed in the superimposed holes 3 of two neighboring elements 1;
- chape de fixation 8 de stabilisateur 9 assujettie à l'un des éléments 1 au moyen d'un boulon 5 traversant l'un des trous 3 dudit élément ; - ferrure d'assemblage et d'alignement 10 utilisée pour L'aboutement de deux éléments 1 superposés, fixée auxdits éléments au moyen de boulons 5 traversant les trous 3 rapprochés de ces derniers ;- fixing bracket 8 of stabilizer 9 secured to one of the elements 1 by means of a bolt 5 passing through one of the holes 3 of said element; - Assembly and alignment fitting 10 used for the abutment of two superposed elements 1, fixed to said elements by means of bolts 5 passing through the holes 3 close to the latter;
- pied roulant 11 fixé à La base de L'un des éléments 1/ au moyen de boulons 5 traversant les deux trous inférieurs dudit élément.- rolling foot 11 fixed to the base of one of the elements 1 / by means of bolts 5 passing through the two lower holes of said element.
Les figures 3 et 6 illustrent l'assemblage de deux poutres identiques 1 aboutées, au moyen d'éclisses l' disposées de part et d'autre des parties terminales desdites poutres et assemblées au moyen de boulons 5, traversant les trous que présentent Lesdites parties, ces éclisses étant constituées par de petits éléments exécutés conformément à l'invention et comportant au moins quatre trous 3. On observe que, l'espacement 2" qui sépare les perforations 3 voisines des deux poutres 1 disposées bout à bout, est identique au pas 2 des perforations 3 dont sont pourvues lesdites poutres, en raison du fait que, comme indiqué précédemment, la valeur de l'espacement 2' correspond à la moitié du pas 2. La figure 4 montre un autre mode d'assemblage de deux poutres identiques 1 orientées parallèlement. Selon ce mode de liaison, les poutres sont placées en contact par l'une de Leur partie terminale, de manière que deux au moins de leurs perforations 3 se trouvent placées en alignement, l'assemblage étant réalisé au moyen de boulons 5 traversant lesdites perforations alignées.Figures 3 and 6 illustrate the assembly of two identical beams 1 abutted, by means of splices l 'arranged on either side of the end parts of said beams and assembled by means of bolts 5, passing through the holes that have said parts , these fishplates being constituted by small elements executed in accordance with the invention and comprising at least four holes 3. It is observed that the spacing 2 "which separates the adjacent perforations 3 from the two beams 1 arranged end to end, is identical to the step 2 of the perforations 3 with which said beams are provided, owing to the fact that, as indicated above, the value of the spacing 2 'corresponds to half of step 2. Figure 4 shows another method of assembling two identical beams 1 oriented in parallel. According to this mode of connection, the beams are placed in contact by one of their terminal part, so that at least two of their perforations 3 are placed in alignment, the assembly being carried out by means of bolts 5 passing through said perforations aligned.
L'invention concerne également les ossatures en bois de constructions ou ouvrages divers, réalisées à L'aide d'une pluralité d'éléments exécutés de la manière indiquée précédemment et assemblés au moyen d'organes de Liaison connus en soi, tels que boulons 5, barreaux 6 ou 7, ferrure 10 ou autres. The invention also relates to wooden frames of various constructions or works, produced using a plurality of elements executed in the manner indicated above and assembled by means of connecting members known per se, such as bolts 5 , bars 6 or 7, fittings 10 or others.

Claims

R E V E N D I C A T I O N S
1. - Elément de construction allongé à structure lamellaire tel que, par exemple, poutre, montant, traverse ou autres pièce de charpente ou d'ossature, constitué d'une pluralité de minces plies ou lamelles de bois superposées (1a, 1b, 1c, 1d, ..., 1n) collées ou contrecollées et dont les fibres sont toutes orien¬ tées dans le sens de La longueur (L) dudit élément, caractérisé en ce que ce dernier est pourvu d'une pluralité de trous transversaux équidistants (3) le traversant de part en part, dans La direction de son épaisseur (E) et répartis sur toute sa Longueur (L) .1. - Elongated building element with a lamellar structure such as, for example, a beam, upright, cross member or other structural or framing piece, consisting of a plurality of thin folds or overlapping wooden strips (1a, 1b, 1c , 1d, ..., 1n ) glued or laminated and the fibers of which are all orien¬ ted in the direction of the length (L) of said element, characterized in that the latter is provided with a plurality of equidistant transverse holes ( 3) crossing it right through, in the direction of its thickness (E) and distributed over its entire length ( L).
2. - Elément de construction selon la revendication 1, caractérisé en ce que Lés trous transversaux (3). sont disposés le Long de la ligne médiane (L*) de la largeur (l) dudit élément, à égale distance des faces latérales longitudinales opposées (1a) correspondant à l'épais¬ seur de celui-ci .2. - Building element according to claim 1, characterized in that the transverse holes (3). are arranged along the center line (L *) of the width (l) of said element, equidistant from the opposite longitudinal side faces (1a) corresponding to the thickness thereof.
3. - Elément de construction suivant l'une des revendications 1 et 2, caractérisé en ce que les trous transversaux (3) ont une forme cylindrique.3. - construction element according to one of claims 1 and 2, characterized in that the transverse holes (3) have a cylindrical shape.
4. - Elément de construction suivant l'une des reven¬ dications 1 ou 2, caractérisé en ce que l'espacement (2') qui sépare^ chaque extrémité dudit élément de la perforation (3) disposée à proximité de cette extrémité, est égal à La moitié du pas (2) ou espacement qui sépa¬ re Les perforations (3) de L'élément.4. - Construction element according to one of reven¬ dications 1 or 2, characterized in that the spacing ( 2 ' ) which separates ^ each end of said element from the perforation (3) disposed near this end, is equal to Half the step (2) or spacing which separates the perforations (3) of the element.
5. - Elément de construction selon l'une quelconque des revendications 1, 2 ou 4, caractérisé en ce que la largeur (l) dudit élément est égale à La moitié du pas ou espacement (2) séparant ses perforations (3), et en ce que son épaisseur (E) est égale à 1/όème de ce pas.5. - construction element according to any one of claims 1, 2 or 4, characterized in that the width (l) of said element is equal to half the pitch or spacing (2) separating its perforations (3), and in that its thickness (E) is equal to 1 / όth of this step.
6. - Elément de construction suivant la revendication 1, caractérisé en ce que les plis ou lamelles de bois (1a, 1b, 1c, 1.d, ..., 1n) sont assemblées au moyen de pellicules ou couches de résines phénoliques connues en so .6. - Construction element according to claim 1, characterized in that the plies or strips of wood (1a, 1b, 1c, 1.d, ..., 1n) are assembled by means of films or layers of known phenolic resins in n / a.
7. - Ossature en bois pour ouvrages ou constructions diverses, caractérisée en ce qu'elle est exécutée à l'aide d'une pluralité d'éléments de construction allongés de structure lamellaire (1, l'), réalisés selon l'une quelconque des revendications 1 à 6 et assemblés au moyen d'organes de liaison (5, 6, 7) connus en soi . 7. - Wooden frame for various works or constructions, characterized in that it is executed using a plurality of elongated construction elements of lamellar structure (1, l '), produced according to any one claims 1 to 6 and assembled by means of connecting members (5, 6, 7) known per se.
PCT/FR1986/000149 1985-04-30 1986-04-30 Elongate construction element with lamellar structure WO1986006315A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP86902840A EP0220256B1 (en) 1985-04-30 1986-04-30 Elongate construction element with lamellar structure
DE3689994T DE3689994T2 (en) 1985-04-30 1986-04-30 LAMINATED COMPONENT.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8506811A FR2581109B1 (en) 1985-04-30 1985-04-30 EXTENDED PLYWOOD CONSTRUCTION ELEMENT, AND FRAMES MADE BY MEANS OF THIS ELEMENT
FR85/06811 1985-04-30

Publications (1)

Publication Number Publication Date
WO1986006315A1 true WO1986006315A1 (en) 1986-11-06

Family

ID=9318967

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/FR1986/000149 WO1986006315A1 (en) 1985-04-30 1986-04-30 Elongate construction element with lamellar structure

Country Status (5)

Country Link
EP (1) EP0220256B1 (en)
AT (1) ATE109061T1 (en)
DE (1) DE3689994T2 (en)
FR (1) FR2581109B1 (en)
WO (1) WO1986006315A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5515942A (en) * 1991-03-26 1996-05-14 Palmerston Extension Ladder Company Limited Ladder stiles and ladders produced therefrom

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR485018A (en) * 1917-04-05 1917-12-04 Georges Poujoulat Piece of wood for frame
US1682504A (en) * 1925-11-21 1928-08-28 Horace W Hall Racket and art of manufacture thereof
FR1157524A (en) * 1956-08-31 1958-05-30 R L Anciens Etablissements Sta Ladder development
FR1235613A (en) * 1958-06-30 1960-07-08 Constock Int Methane Ltd Modular construction prefabricated insulation panel
FR2213144A1 (en) * 1973-01-09 1974-08-02 Desbarres Prive Ets Vve

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Publication number Priority date Publication date Assignee Title
DE197773C (en) * 1906-06-21
DE647273C (en) * 1934-01-19 1937-07-01 Versuchsanstalt Fuer Luftfahrt Load-bearing wooden component, e.g. B. beam, spar, support o. The like., Made of glued together wooden parts with fibers running essentially in the direction of the longitudinal axis of the wooden component
FR984792A (en) * 1949-04-15 1951-07-10 Wooden beam composed of several boards glued together
CH437720A (en) * 1965-09-10 1967-06-15 Oesterr Doka Schalung Wooden beams
FR2153845A5 (en) * 1971-09-23 1973-05-04 Tropimex Ag
FR2194145A5 (en) * 1972-07-31 1974-02-22 Furrer Josef
FR2487888A1 (en) * 1980-07-30 1982-02-05 Daguze Dominique Laminated wood T=section beam - has discontinuous-web reducing material used and allowing fixing of cross purlin

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR485018A (en) * 1917-04-05 1917-12-04 Georges Poujoulat Piece of wood for frame
US1682504A (en) * 1925-11-21 1928-08-28 Horace W Hall Racket and art of manufacture thereof
FR1157524A (en) * 1956-08-31 1958-05-30 R L Anciens Etablissements Sta Ladder development
FR1235613A (en) * 1958-06-30 1960-07-08 Constock Int Methane Ltd Modular construction prefabricated insulation panel
FR2213144A1 (en) * 1973-01-09 1974-08-02 Desbarres Prive Ets Vve

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5515942A (en) * 1991-03-26 1996-05-14 Palmerston Extension Ladder Company Limited Ladder stiles and ladders produced therefrom

Also Published As

Publication number Publication date
DE3689994T2 (en) 1995-03-30
ATE109061T1 (en) 1994-08-15
DE3689994D1 (en) 1994-09-01
FR2581109B1 (en) 1987-12-18
EP0220256A1 (en) 1987-05-06
EP0220256B1 (en) 1994-07-27
FR2581109A1 (en) 1986-10-31

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