EP0063662B1 - Prefabricated unit for the realization of a construction frame - Google Patents

Prefabricated unit for the realization of a construction frame Download PDF

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Publication number
EP0063662B1
EP0063662B1 EP81400652A EP81400652A EP0063662B1 EP 0063662 B1 EP0063662 B1 EP 0063662B1 EP 81400652 A EP81400652 A EP 81400652A EP 81400652 A EP81400652 A EP 81400652A EP 0063662 B1 EP0063662 B1 EP 0063662B1
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EP
European Patent Office
Prior art keywords
uprights
crosspieces
posts
longitudinal
articulated
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.)
Expired
Application number
EP81400652A
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German (de)
French (fr)
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EP0063662A1 (en
Inventor
Jean Martin
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Individual
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Individual
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Publication date
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Priority to AT81400652T priority Critical patent/ATE17267T1/en
Priority to EP81400652A priority patent/EP0063662B1/en
Priority to DE8181400652T priority patent/DE3173350D1/en
Publication of EP0063662A1 publication Critical patent/EP0063662A1/en
Application granted granted Critical
Publication of EP0063662B1 publication Critical patent/EP0063662B1/en
Expired legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2616Hinged connections of wooden members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

Definitions

  • the present invention relates to a prefabricated assembly which can be used to obtain, with limited and unskilled labor, the installation of a support structure.
  • the invention relates more specifically to the establishment of structure or framework for the erection of walls intended for the manufacture of premises such as residential houses, scenerys, bungalows, light constructions, workshops, generally private or public premises.
  • the invention essentially uses wooden frame elements formed of longitudinal elements pre-assembled by prefabrication and able to be stored and transported in the folded state, the longitudinal elements being parallel to each other; these elements are capable of being deployed in their final position in situ and assembled on site to obtain a support structure for vertical walls, walls, partitions, or horizontal, for example floor or ceiling or roof elements.
  • these elements even if they are obtained by prefabrication, are made in their final dimension and are intended to be transported as such to be assembled on site at the place of construction; it follows that these elements, for example the load-bearing walls, are already provided with framework elements which must give their rigidity and their mechanical resistance to the assembly as well as the surfacing and coating elements; so that we obtain large prefabricated elements whose handling and installation require teams of several people and experienced staff if not very specialized.
  • the invention aims to produce light framework elements which can be stored, sold, transported and brought on site in the folded position and which can therefore be transported by a limited number of people and reduced to a team of two workers, the elements are also likely to be deployed on site and brought into their position of use without requiring specialized professional work.
  • the elements according to the invention combining the advantages of a prefabrication in the factory, therefore using elements produced in series and of limited cost price, as well as the advantages of a light assembly on site from a reduced team. and allowing rapid work, make it possible to considerably lower the cost price of constructions made from the elements of the invention and also open up to new layers of unskilled amateurs the possibilities of achieving a dwelling requiring no assistance or a very limited competition of professionals.
  • German Patent No. 385,976 describes a collapsible structure formed of slats forming a foldable articulated cross and deployable to form a diamond trellis secured by vertical slats; this device makes it possible to constitute a fulcrum for a non-load-bearing wall but it is not sufficient to constitute itself a load-bearing structure, framework of a construction; in addition, it uses two types of elements, on the one hand the foldable spider and on the other hand the fixing slats which must be attached to each crossing of the slats, which involves considerable work.
  • Dutch patent n ° 72 07690 provides a folding structure formed by a set of uprights assembled by a set of crosspieces which are common to all the uprights; the angular folding of the crosspieces brings the uprights one against the other, which results in a structure which remains bulky especially in length.
  • British Patent No. 151,604 describes a construction in which the uprights are formed of twin posts joined by crosspieces; however, this patent does not provide for an assembly of the posts to form a deployable structure capable of passing by simple extension from a compacted position to a deployed position covering an entire surface.
  • the invention relates to a prefabricated assembly for the erection of the vertical framework supporting a construction, in particular for the production of walls or partitions, of the type comprising uprights and side members, the uprights being able to be aligned vertically, in resting on a lower spar, forming a low sole, and supporting at their top an upper spar forming a high beam, in which the uprights are formed by two identical wooden posts of quadrangular section, twinned and joined by spacers and all the uprights and side members are provided with perforations made at modular intervals and forming a mortise, allowing the connection of the elements by insertion of a tenon or dowel in the mortises aligned between the elements to be assembled and characterized in that the uprights are assembled together , from prefabrication by crosspieces articulated by one end on an upright being inserted between the two posts the opposite end of each crosspiece being articulated on the neighboring upright, allowing the storage of the uprights, connected together by the articulated crosspieces, in
  • Figure 2 we see a foldable frame for the establishment of a vertical wall such as a load-bearing wall or partition.
  • the frame consists of a plurality of longitudinal elements arranged here vertically and each constituting an upright 1, 1 ', 2, 2'.
  • crosspieces 3, 3 ', 4, 4', 5, 5 ' make it possible to ensure, by their articulation, the passage of the reinforcing element from a folded position which is shown on the left of FIG. 1 and from FIG. 3 to a deployed position which is represented on the right of FIG. 1 and of FIG. 3.
  • the load-bearing reinforcement can therefore advantageously be produced with very light elements since it only comprises the framework, without any connection from the prefabrication stage with the surfacing and insulation elements; and this frame can be transported and stored in conditions requiring only a small footprint while brought on site it is quickly and error-free deployed and ready for assembly without calculations or measurements being necessary, the deployment ensuring the spacing necessarily correct amounts between them.
  • the uprights are preferably produced in the form of two twin elements, for example two parallel posts 7 and 7 'together forming the upright 8, or 9, 9' forming by their assembly the upright 10.
  • the two posts 7 and 7 ' are assembled by spacers 11, 11', 12 which are arranged along the length of the half uprights.
  • the projecting end of the outer spacers is inserted between two parallel rails which constitute the connecting beams of the uprights in their assembly and mounting position.
  • the lower spar 15 constitutes the lower sole and it assembles the uprights at their base, while the upper spar 16 constitutes the upper smooth and it ensures the connection to the top of the same uprights.
  • the uprights brought into a suitable spacing position thanks to the articulated crosspieces are connected not only by said crosspieces but also by upper and lower beams thereby ensuring perfect cohesion of the frame obtained.
  • the lower and upper rails respectively are themselves made up of two twin battens 36, 37, 39, 40 which are arranged at the same spacing as the posts so that the uprights are superimposed perpendicularly on the beams and the end spacer. respectively 13, 14, is thus inserted into the interior space which separates the parallel battens forming the spar.
  • the locking of the end spacers 13 and 14 is obtained by bolting, keying or fitting a dowel.
  • the side members have suitably spaced from the mortises while the end spacers of the uprights also include a mortise which is notably visible on the spacer 14 'of the upright 10; the spacing of the mortises 17, 17 ', 18, 18' of the longitudinal members is such that when the uprights are brought into the deployed position, the channels passing through the end spacers 13, 14 come into alignment with a corresponding perforation on the longitudinal member which which allows the installation of bolts ensuring the joining of the uprights and side members.
  • the arms or crosspieces of the uprights consist of rods mounted at one end on a joint crossing the two twin elements of the upright.
  • the supporting structure according to the invention allows the insertion of a frame, for example a window.
  • the intermediate uprights are easily shifted from their normal place to separated positions, clearing the opening; all the uprights and crosspieces being made from wooden elements, it is easy to move these uprights by shortening the crosspieces to the appropriate length so as to ensure the positioning of the displaced uprights at the correct spacing necessary for the installation a frame and these posts or uprights remaining linked to the entire frame.
  • a lintel respectively lower 22 and upper 23 can be inserted between the uprights and the legs 24, can advantageously reinforce the lower space separating the two lateral uprights below the frame intended to be put in place.
  • exterior surfacing panels 28 for example plywood or fiber cement, as well as the interior wall 29, made of reinforced plaster, are put in place.
  • Cross members forming bracing legs 42 will advantageously be placed diagonally using in particular the perforations 17, 17 'of the side members and / or uprights.
  • Figure 1 shows a perspective view of a supporting frame of a construction seen from an outside angle.
  • the left part of the figure shows the end of the load-bearing wall which can be built under the same conditions as the reinforcement shown in
  • FIG. 4 the upright 10 being shown in the two figures, respectively 4 and 1.
  • FIG. 1 illustrates a particular development of the invention and is constituted by a longitudinal lintel running either over the entire length of the load-bearing wall or at the level of the openings or frames requiring load recovery.
  • the lintel 43 consists of two parallel vertical blades 44 and 44 'respectively, which rest on the end of the posts forming the bottom wall; for this purpose, each blade comprises towards the outside stiffening strips respectively upper 46 and lower 47; it can be seen in FIG. 1 that the cleat 47 and blade 44 'assembly rests on the end of the posts 10' and 8 'respectively.
  • the symmetrical blade 44 is also associated with a lower cleat and an upper cleat resting on the posts of. amounts.
  • the end spacer 50 belonging to the corner post 10 enters the interior space separating the two blades 44, 44' and also ensures their bracing.
  • the lintel formed by the two blades 44, 44 ′ can advantageously and according to a characteristic of the invention, be reinforced by an inner fur disposed in the form of a wooden plank inserted longitudinally and parallel between the two blades thereby ensuring the reinforcement that may be necessary , for example in the case of construction in height, the wall having to support an upper floor.
  • the lintel 43 can advantageously be itself surmounted by a spar identical to the spar 16 of FIG. 4 and constituted by two cleats or parallel rails held by the assembly plate 49.
  • the lintel constitutes a particularly flexible complement since it can be used from the two parallel blades used alone or with an inner reinforcement fur; and the lintel can also be arranged either over the entire length of the construction, or over only a part of this length; the uprights being provided in the area not surmounted by the lintel, with a suitable height allowing them to catch up with the top rail 48, 49.
  • the invention is not limited to a dimensioning and the reinforcing elements can be produced in any size and any dimension and they can thus be put in place for the construction of light constructions and of dimension reduced for example animal shelter, garden shed, etc.
  • the invention also makes it possible to produce light cells which can be easily transported in volume for use as a shelter or a worksite hut.
  • the invention makes it possible in particular to produce light constructions which are easily removable and which can thus be transported from one place to another, the reinforcing elements according to the invention then being returned to their folded position and allowing transport on volume. reduced.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)
  • Steering-Linkage Mechanisms And Four-Wheel Steering (AREA)
  • Body Structure For Vehicles (AREA)

Abstract

1. Prefabricated assembly for the erection of the vertical bearing framework of a construction, particularly for making walls or partitions, of the type comprising uprights and longitudinal girders, the uprights being adapted to be aligned vertically, resting on a lower longitudinal girder, forming lower base plate, and supporting at their top an upper longitudinal girder forming upper belt, in which the uprights 8, 10 are formed by two identical wooden posts 7, 7', 9, 9' of quadrangular section, coupled and connected by struts 13, 14, 14' and all the uprights and longitudinal girders are provided with perforations made at modular interval and forming mortise, allowing the connection of the elements by insertion of a tenon or plug in the mortises brought into register between the elements to be assembled, characterized in that the uprights, 1, 1', 2, 2' are assembled with one another, as from prefabrication, by crosspieces 3, 4, 5, 3', 4', 5' articulated by one end on one upright, being inserted between the two posts, the opposite end of each crosspiece being articulated on the adjacent upright, allowing storage of the uprights, connected together by the articulated crosspieces, in compacted position, in which the uprights are disposed parallel to one another and side by side, the whole being capable of being displaced from this compacted position to a position of extension in which the uprights are spaced apart from one another by pivoting of the articulated crosspieces and are brought into their position of separation and at suitable distance, being immobilized in this position by crosspieces then perpendicular with respect to the uprights.

Description

La présente invention concerne un ensemble préfabriqué et utilisable pour obtenir avec une main-d'oeuvre limitée et non spécialisée la mise en place d'une structure porteuse.The present invention relates to a prefabricated assembly which can be used to obtain, with limited and unskilled labor, the installation of a support structure.

L'invention concerne plus spécialement la mise en place de structure ou d'ossature pour l'érection de parois destinées à la fabrication de locaux tels que maisons d'habitation, chalets, bungalows, constructions légères, ateliers, généralement locaux privés ou publics.The invention relates more specifically to the establishment of structure or framework for the erection of walls intended for the manufacture of premises such as residential houses, chalets, bungalows, light constructions, workshops, generally private or public premises.

L'invention fait appel essentiellement à des éléments d'ossature en bois formés d'éléments longitudinaux préassemblés par préfabrication et aptes à être stockés et transportés à l'état replié, les éléments longitudinaux étant parallèles les uns aux autres ; ces éléments sont aptes à être déployés dans leur position finale in situ et assemblés sur place pour obtenir une structure porteuse de parois verticales, murs, cloisons, ou horizontales par exemple plancher ou plafond ou éléments de toiture.The invention essentially uses wooden frame elements formed of longitudinal elements pre-assembled by prefabrication and able to be stored and transported in the folded state, the longitudinal elements being parallel to each other; these elements are capable of being deployed in their final position in situ and assembled on site to obtain a support structure for vertical walls, walls, partitions, or horizontal, for example floor or ceiling or roof elements.

On connaît de nombreux procédés de fabrication à partir d'éléments à structure en bois.Numerous processes are known for manufacturing from elements with a wooden structure.

Cependant, ces éléments, même s'ils sont obtenus par préfabrication, sont réalisés dans leur dimension finale et sont destinés à être transportés tels quels pour être assemblés sur place sur le lieu de construction ; il suit que ces éléments, par exemple les parois porteuses, sont d'ores et déjà pourvues des éléments d'ossature qui doivent conférer leur rigidité et leur résistance mécanique à l'ensemble ainsi que les éléments de surfaçage et revêtement ; de sorte que l'on obtient des éléments préfabriqués de grande dimension dont la manipulation et la mise en place nécessitent des équipes de plusieurs personnes et un personnel averti si non très spécialisé.However, these elements, even if they are obtained by prefabrication, are made in their final dimension and are intended to be transported as such to be assembled on site at the place of construction; it follows that these elements, for example the load-bearing walls, are already provided with framework elements which must give their rigidity and their mechanical resistance to the assembly as well as the surfacing and coating elements; so that we obtain large prefabricated elements whose handling and installation require teams of several people and experienced staff if not very specialized.

L'invention vise à réaliser des éléments d'ossature légère qui pourront être stockés, vendus, transportés et amenés sur place en position repliée et qui par conséquent pourront être transportés par un nombre de personnes limité et réduit à une équipe de deux travailleurs, les éléments étant par ailleurs susceptibles d'être déployés sur place et amenés dans leur position d'utilisation sans nécessiter de travaux professionnels spécialisés.The invention aims to produce light framework elements which can be stored, sold, transported and brought on site in the folded position and which can therefore be transported by a limited number of people and reduced to a team of two workers, the elements are also likely to be deployed on site and brought into their position of use without requiring specialized professional work.

On permet ainsi tant à des professionnels qu'à des amateurs de réaliser, sans grand travail et sans connaissance spéciale des parois porteuses, grâce au transport, au montage et à la mise en place d'une structure porteuse selon l'invention, ces structures étant aptes à recevoir des éléments de surfaçage ainsi que les huisseries et permettant ainsi l'érection rapide de bâtiments préfabriqués.It allows both professionals and amateurs to realize, without much work and without special knowledge of the load-bearing walls, thanks to the transport, assembly and implementation of a support structure according to the invention, these structures being able to receive surfacing elements as well as the frames and thus allowing the rapid erection of prefabricated buildings.

Les éléments selon l'invention combinant les avantages d'une préfabrication en usine, donc faisant appel à des éléments réalisés en série et de prix de revient limité, ainsi que les avantages d'un montage léger sur place à partir d'une équipe réduite et permettant un travail rapide, permettent d'abaisser considérablement le prix de revient de constructions réalisées à partir des éléments de l'invention et ouvrent en outre à de nouvelles couches d'amateurs peu spécialisés les possibilités de réaliser une habitation ne nécessitant aucun concours ou un concours très limité de professionnels.The elements according to the invention combining the advantages of a prefabrication in the factory, therefore using elements produced in series and of limited cost price, as well as the advantages of a light assembly on site from a reduced team. and allowing rapid work, make it possible to considerably lower the cost price of constructions made from the elements of the invention and also open up to new layers of unskilled amateurs the possibilities of achieving a dwelling requiring no assistance or a very limited competition of professionals.

Le brevet allemand n° 385 976 décrit une structure repliable formée de lattes formant un croisillon articulé repliable et déployable pour constituer un treillis en losange solidarisé par des lattes verticales ; ce dispositif permet de constituer un point d'appui pour une paroi non porteuse mais il n'est pas suffisant pour constituer lui-même une structure porteuse, ossature d'une construction ; de plus, il fait appel à deux types d'éléments, d'une part le croisillon repliable et d'autre part les lattes de fixation qui doivent être rapportées à chaque croisement des lattes, ce qui entraîne un travail considérable.German Patent No. 385,976 describes a collapsible structure formed of slats forming a foldable articulated cross and deployable to form a diamond trellis secured by vertical slats; this device makes it possible to constitute a fulcrum for a non-load-bearing wall but it is not sufficient to constitute itself a load-bearing structure, framework of a construction; in addition, it uses two types of elements, on the one hand the foldable spider and on the other hand the fixing slats which must be attached to each crossing of the slats, which involves considerable work.

Le brevet néerlandais n° 72 07690 prévoit une structure repliable formée d'un jeu de montants assemblés par un jeu de traverses qui sont communes à l'ensemble des montants ; le repli angulaire des traverses amène les montants l'un contre l'autre, ce qui aboutit à une structure qui reste encombrante notamment en longueur.Dutch patent n ° 72 07690 provides a folding structure formed by a set of uprights assembled by a set of crosspieces which are common to all the uprights; the angular folding of the crosspieces brings the uprights one against the other, which results in a structure which remains bulky especially in length.

Le brevet anglais n° 151 604 décrit une construction dans laquelle les montants sont formés de potelets jumelés réunis par des traverses ; toutefois, ce brevet ne prévoit pas un assemblage des potelets pour former une structure déployable susceptible de passer par simple extension d'une position compactée à une position déployée couvrant toute une surface.British Patent No. 151,604 describes a construction in which the uprights are formed of twin posts joined by crosspieces; however, this patent does not provide for an assembly of the posts to form a deployable structure capable of passing by simple extension from a compacted position to a deployed position covering an entire surface.

Le brevet allemand publié n° 2 825 563 prévoit quant à lui une structure porteuse en bois pourvue de rangées de perforations permettant de prévoir des positionnements multiples et rapides de solidarisation sans prévoir cependant de systèmes de déploiement d'une structure compactée.The published German patent No. 2 825 563 provides for a wooden supporting structure provided with rows of perforations making it possible to provide multiple and rapid fastening positions without however providing deployment systems for a compacted structure.

L'invention concerne un ensemble préfabriqué pour l'érection de l'ossature verticale porteuse d'une construction, notamment pour la réalisation de murs ou cloisons, du type comportant des montants et des longerons, les montants étant aptes à être alignés verticalement, en reposant sur un longeron inférieur, formant semelle basse, et supportant à leur sommet un longeron supérieur formant lisse haute, dans lequel les montants sont formés de deux potelets en bois identiques de section quadrangulaire, jumelés et réunis par des entretoises et l'ensemble des montants et longerons sont prévus avec des perforations pratiquées à intervalle modulaire et formant mortaise, permettant la liaison des éléments par insertion d'un tenon ou cheville dans les mortaises mises en concordance entre les éléments à assembler et caractérisé en ce que les montants sont assemblés entre eux, dès la préfabrication par des traverses articulées par une extrémité sur un montant étant insérées entre les deux potelets l'extrémité opposée de chaque traverse étant articulée sur le montant voisin, en permettant le stockage des montants, reliés entre eux par les traverses articulées, en position compactée, dans laquelle les montants sont disposés parallèlement entre eux et côte à côte, l'ensemble étant susceptible d'être déplacé de cette position compactée à une position de déploiement dans laquelle les montants, sont écartés les uns des autres par pivotement des traverses articulées et sont amenés dans leur position d'écartement et à distance convenable, étant immobilisés dans cette position par des traverses alors perpendiculaires par rapport aux montants.The invention relates to a prefabricated assembly for the erection of the vertical framework supporting a construction, in particular for the production of walls or partitions, of the type comprising uprights and side members, the uprights being able to be aligned vertically, in resting on a lower spar, forming a low sole, and supporting at their top an upper spar forming a high beam, in which the uprights are formed by two identical wooden posts of quadrangular section, twinned and joined by spacers and all the uprights and side members are provided with perforations made at modular intervals and forming a mortise, allowing the connection of the elements by insertion of a tenon or dowel in the mortises aligned between the elements to be assembled and characterized in that the uprights are assembled together , from prefabrication by crosspieces articulated by one end on an upright being inserted between the two posts the opposite end of each crosspiece being articulated on the neighboring upright, allowing the storage of the uprights, connected together by the articulated crosspieces, in the compacted position, in which the uprights are arranged parallel to each other and side by side, the assembly being capable of being moved from this compacted position to a deployment position in which the uprights are spaced from each other by pivoting of the articulated crosspieces and are brought in their spacing position and at a suitable distance, being immobilized in this position by crosspieces then perpendicular to the uprights.

D'autres caractéristiques et avantages de l'invention ressortiront encore de la description qui suit et qui est donnée en rapport avec une forme de réalisation particulière présentée à titre d'exemple non limitatif et en se référant aux dessins annexés.

  • La figure 1 représente une vue en perspective d'une ossature montée.
  • La figure 2 montre une vue schématique d'une première forme de réalisation de l'invention et le passage de la position de repli vers la position déployée.
  • La figure 3 montre une vue éclatée d'une cloison réalisée à partir d'une armature ou ossature selon l'invention.
Other characteristics and advantages of the invention will emerge from the description which follows and which is given in relation to a particular embodiment presented by way of nonlimiting example and with reference to the appended drawings.
  • Figure 1 shows a perspective view of a mounted frame.
  • Figure 2 shows a schematic view of a first embodiment of the invention and the passage from the folded position to the deployed position.
  • Figure 3 shows an exploded view of a partition made from a frame or frame according to the invention.

Sur la figure 2 on voit une armature repliable pour la mise en place d'une paroi verticale telle qu'un mur porteur ou cloison de séparation.In Figure 2 we see a foldable frame for the establishment of a vertical wall such as a load-bearing wall or partition.

L'armature est constituée d'une pluralité d'éléments longitudinaux disposés ici verticalement et constituant chacun un montant 1, 1', 2, 2'.The frame consists of a plurality of longitudinal elements arranged here vertically and each constituting an upright 1, 1 ', 2, 2'.

Ces montants sont reliés entre eux par des bras ou traverses articulés à chaque extrémité sur les montants.These uprights are interconnected by arms or cross hinges articulated at each end on the uprights.

Ces traverses 3, 3', 4, 4', 5, 5' permettent d'assurer, par leur articulation, le passage de l'élément d'armature d'une position -repliée qui est représentée à la gauche de la figure 1 et de la figure 3 vers une position déployée qui est représentée à la droite de la figure 1 et de la figure 3.These crosspieces 3, 3 ', 4, 4', 5, 5 'make it possible to ensure, by their articulation, the passage of the reinforcing element from a folded position which is shown on the left of FIG. 1 and from FIG. 3 to a deployed position which is represented on the right of FIG. 1 and of FIG. 3.

Dans la position repliée les traverses sont ramenées contre les montants tandis qu'en position déployée les traverses jouent leur rôle et sont amenées perpendiculairement aux montants et assurent le maintien au bon écartement desdits montants.In the folded position the crosspieces are brought against the uprights while in the deployed position the crosspieces play their role and are brought perpendicular to the uprights and ensure that the said uprights are kept at the correct spacing.

On voit ici que l'armature porteuse peut donc avantageusement être réalisée avec des éléments très légers puisqu'elle ne comporte que l'ossature, sans liaison dès le stade de la préfabrication avec les éléments de surfaçage et d'isolation ; et cette ossature peut être transportée et stockée dans des conditions ne nécessitant qu'un faible encombrement tandis que amenée sur place elle est rapidement et sans erreur déployée et prête au montage sans que les calculs ou les mesures soient nécessaires, le déploiement assurant l'écartement nécessairement correct des montants entre eux.It can be seen here that the load-bearing reinforcement can therefore advantageously be produced with very light elements since it only comprises the framework, without any connection from the prefabrication stage with the surfacing and insulation elements; and this frame can be transported and stored in conditions requiring only a small footprint while brought on site it is quickly and error-free deployed and ready for assembly without calculations or measurements being necessary, the deployment ensuring the spacing necessarily correct amounts between them.

Comme on le voit sur la figure 3 les montants sont de préférence réalisés sous forme de deux éléments jumelés, par exemple deux potelets parallèles 7 et 7' formant ensemble le montant 8, ou 9, 9' formant par leur assemblage le montant 10.As can be seen in FIG. 3, the uprights are preferably produced in the form of two twin elements, for example two parallel posts 7 and 7 'together forming the upright 8, or 9, 9' forming by their assembly the upright 10.

Les deux potelets 7 et 7' sont assemblés par des entretoises 11, 11', 12 qui sont disposés sur la longueur des demi-montants.The two posts 7 and 7 'are assembled by spacers 11, 11', 12 which are arranged along the length of the half uprights.

A chaque extrémité on trouve une entretoise 13 ou entretoise inférieure et une entretoise 14 ou entretoise supérieure ; les entretoises d'extrémité débordent par rapport à l'extrémité des montants ainsi qu'on le voit par exemple pour l'entretoise supérieure 14' à l'extrémité du montant 10.At each end there is a spacer 13 or lower spacer and a spacer 14 or upper spacer; the end spacers project beyond the end of the uprights as seen for example for the upper spacer 14 'at the end of the upright 10.

L'extrémité débordante des entretoises extérieures vient s'insérer entre deux rails parallèles qui constituent les longerons de liaison des montants dans leur position d'assemblage et de montage.The projecting end of the outer spacers is inserted between two parallel rails which constitute the connecting beams of the uprights in their assembly and mounting position.

Le longeron inférieur 15 constitue semelle basse et il assure l'assemblage à leur base des montants, tandis que le longeron supérieur 16 constitue lisse haute et il assure la liaison à leur sommet des mêmes montants.The lower spar 15 constitutes the lower sole and it assembles the uprights at their base, while the upper spar 16 constitutes the upper smooth and it ensures the connection to the top of the same uprights.

Ainsi, les montants amenés en position d'écartement convenable grâce aux traverses articulées sont reliés non seulement par lesdites traverses mais également par des longerons supérieurs et inférieurs en assurant ainsi une parfaite cohésion de l'ossature obtenue.Thus, the uprights brought into a suitable spacing position thanks to the articulated crosspieces are connected not only by said crosspieces but also by upper and lower beams thereby ensuring perfect cohesion of the frame obtained.

Les longerons respectivement inférieurs et supérieurs sont eux-mêmes constitués de deux tasseaux jumelés 36, 37, 39, 40 qui sont disposés au même écartement que les potelets de sorte que les montants viennent se superposer perpendiculairement sur les longerons et l'entretoise d'extrémité respectivement 13, 14, vient ainsi s'insérer dans l'espace intérieur qui sépare les tasseaux parallèles formant le longeron.The lower and upper rails respectively are themselves made up of two twin battens 36, 37, 39, 40 which are arranged at the same spacing as the posts so that the uprights are superimposed perpendicularly on the beams and the end spacer. respectively 13, 14, is thus inserted into the interior space which separates the parallel battens forming the spar.

Le verrouillage des entretoises d'extrémité 13 et 14 s'obtient par boulonnage, clavetage ou mise en place d'une cheville.The locking of the end spacers 13 and 14 is obtained by bolting, keying or fitting a dowel.

A cet effet, les longerons comportent convenablement espacées des mortaises tandis que les entretoises d'extrémité des montants comportent également une mortaise qui est notamment visible sur l'entretoise 14' du montant 10 ; l'espacement des mortaises 17, 17', 18, 18' des longerons est tel que lorsque les montants sont amenés en position déployée, les canaux traversant les entretoises d'extrémité 13, 14 viennent en alignement avec une perforation correspondante sur le longeron ce qui permet la mise en place des boulons assurant la solidarisation des montants et longerons.To this end, the side members have suitably spaced from the mortises while the end spacers of the uprights also include a mortise which is notably visible on the spacer 14 'of the upright 10; the spacing of the mortises 17, 17 ', 18, 18' of the longitudinal members is such that when the uprights are brought into the deployed position, the channels passing through the end spacers 13, 14 come into alignment with a corresponding perforation on the longitudinal member which which allows the installation of bolts ensuring the joining of the uprights and side members.

On voit également sur la figure 3 que les bras ou traverses des montants sont constitués de baguettes montées par une extrémité sur une articulation traversant les deux éléments jumeaux du montant.It can also be seen in FIG. 3 that the arms or crosspieces of the uprights consist of rods mounted at one end on a joint crossing the two twin elements of the upright.

La structure porteuse selon l'invention permet l'insertion d'une huisserie, par exemple d'une fenêtre.The supporting structure according to the invention allows the insertion of a frame, for example a window.

Les montants intermédiaires sont à cet effet aisément décalés de leur place normale vers des positions écartées, dégageant l'ouverture ; l'ensemble des montants et traverses étant réalisé à partir d'éléments en bois, il est aisé de déplacer ces montants en raccourcissant les traverses à la longueur convenable de façon à assurer le positionnement des montants déplacés au bon écartement nécessaire pour la mise en place d'une huisserie et ces poteaux ou montants restant liés à l'ensemble de l'ossature.For this purpose, the intermediate uprights are easily shifted from their normal place to separated positions, clearing the opening; all the uprights and crosspieces being made from wooden elements, it is easy to move these uprights by shortening the crosspieces to the appropriate length so as to ensure the positioning of the displaced uprights at the correct spacing necessary for the installation a frame and these posts or uprights remaining linked to the entire frame.

Un linteau respectivement inférieur 22 et supérieur 23 pourra être inséré entre les montants et les jambettes 24, peuvent avantageusement renforcer l'espace inférieur séparant les deux montants latéraux en dessous de l'huisserie destinée à être mis en place.A lintel respectively lower 22 and upper 23 can be inserted between the uprights and the legs 24, can advantageously reinforce the lower space separating the two lateral uprights below the frame intended to be put in place.

On voit sur la figure 3 que l'espace intérieur entre les montants grâce à la structure jumelée de ces derniers reste disponible pour l'insertion et la mise en place de canalisations porteuses de fluides 25, 25' ou de courants 26 ; des matelas ou plaques de matière isolante 27 peuvent également avantageusement être positionnés dans l'espace intérieur séparant les montants.It can be seen in FIG. 3 that the interior space between the uprights by virtue of the twin structure of the latter remains available for the insertion and installation of pipes carrying fluids 25, 25 ′ or currents 26; mattresses or plates of insulating material 27 can also advantageously be positioned in the interior space separating the uprights.

Et des panneaux de surfaçage respectivement extérieurs 28, par exemple en contreplaqué ou fibrociment, ainsi que la paroi intérieure 29, réalisée en plâtre armé, sont mis en place.And respectively exterior surfacing panels 28, for example plywood or fiber cement, as well as the interior wall 29, made of reinforced plaster, are put in place.

Des traverses formant jambages de contreventement 42 seront avantageusement placées en diagonale en utilisant notamment les perforations 17, 17' des longerons et/ou des montants.Cross members forming bracing legs 42 will advantageously be placed diagonally using in particular the perforations 17, 17 'of the side members and / or uprights.

La figure 1 représente une vue en perspective d'une ossature porteuse d'une construction vue depuis un angle extérieur.Figure 1 shows a perspective view of a supporting frame of a construction seen from an outside angle.

La partie gauche de la figure montre l'extrémité du mur porteur qui peut être construit dans les mêmes conditions que l'armature représentée àThe left part of the figure shows the end of the load-bearing wall which can be built under the same conditions as the reinforcement shown in

la figure 4, le montant 10 étant représenté sur les deux figures respectivement 4 et 1.FIG. 4, the upright 10 being shown in the two figures, respectively 4 and 1.

La figure 1 illustre un développement particulier de l'invention et est constituée par un linteau longitudinal courant soit sur toute la longueur du mur porteur soit au niveau des ouvertures ou huisseries nécessitant une reprise de charge.FIG. 1 illustrates a particular development of the invention and is constituted by a longitudinal lintel running either over the entire length of the load-bearing wall or at the level of the openings or frames requiring load recovery.

Le linteau 43 est constitué de deux lames verticales parallèles respectivement 44 et 44', qui reposent sur l'extrémité des potelets formant la paroi inférieure ; à cet effet, chaque lame comporte vers l'extérieur des tasseaux de rigidifi- cation respectivement supérieur 46 et inférieur 47 ; on voit sur la figure 1 que l'ensemble tasseau 47 et lame 44' repose sur l'extrémité des potelets respectivement 10' et 8'.The lintel 43 consists of two parallel vertical blades 44 and 44 'respectively, which rest on the end of the posts forming the bottom wall; for this purpose, each blade comprises towards the outside stiffening strips respectively upper 46 and lower 47; it can be seen in FIG. 1 that the cleat 47 and blade 44 'assembly rests on the end of the posts 10' and 8 'respectively.

De l'autre côté, la lame symétrique 44 est également associée à un tasseau inférieur et à un tasseau supérieur reposant sur les potelets des . montants.On the other side, the symmetrical blade 44 is also associated with a lower cleat and an upper cleat resting on the posts of. amounts.

L'entretoise d'extrémité 50 appartenant au montant d'angle 10' pénètre dans l'espace intérieur séparant les deux lames 44, 44' et assure également leur entretoisement.The end spacer 50 belonging to the corner post 10 'enters the interior space separating the two blades 44, 44' and also ensures their bracing.

Le linteau constitué par les deux lames 44, 44' peut avantageusement et selon une caractéristique de l'invention, être renforcé par une fourrure intérieure disposée sous forme de madrier de bois inséré longitudinalement et parallèlement entre les deux lames en assurant ainsi le renforcement éventuellement nécessaire, par exemple dans le cas de la réalisation de construction en hauteur, le mur devant supporter un étage supérieur.The lintel formed by the two blades 44, 44 ′ can advantageously and according to a characteristic of the invention, be reinforced by an inner fur disposed in the form of a wooden plank inserted longitudinally and parallel between the two blades thereby ensuring the reinforcement that may be necessary , for example in the case of construction in height, the wall having to support an upper floor.

Le linteau 43 peut avantageusement être lui-même surmonté par un longeron identique au longeron 16 de la figure 4 et constitué par deux tasseaux ou rails parallèles maintenus par la plaquette d'assemblage 49.The lintel 43 can advantageously be itself surmounted by a spar identical to the spar 16 of FIG. 4 and constituted by two cleats or parallel rails held by the assembly plate 49.

Ainsi, le linteau constitue un complément particulièrement souple puisqu'il peut être utilisé à partir des deux lames parallèles utilisées seules ou avec une fourrure intérieure de renforcement ; et le linteau peut également être disposé soit sur toute la longueur de la construction, soit sur une partie seulement de cette longueur ; les montants étant prévus dans la zone non surmontée par le linteau, avec une hauteur adaptée leur permettant de rattraper la lisse supérieure 48, 49.Thus, the lintel constitutes a particularly flexible complement since it can be used from the two parallel blades used alone or with an inner reinforcement fur; and the lintel can also be arranged either over the entire length of the construction, or over only a part of this length; the uprights being provided in the area not surmounted by the lintel, with a suitable height allowing them to catch up with the top rail 48, 49.

On voit qu'il est possible de réaliser conformément à l'invention des structures ou ossatures pour l'édification de parois porteuses ou non ; dans le cas d'un mur porteur, ce dernier pourra avantageusement être complété sur l'extérieur par un doublage formant mur de parement par exemple en pierres, ou briques ; mais l'ossature peut également être utilisée pour la mise en place de parois intérieures de locaux, permettant notamment de bonnes conditions d'isolation phonique et thermique.It can be seen that it is possible, in accordance with the invention, to produce structures or frameworks for the construction of load-bearing walls or not; in the case of a load-bearing wall, the latter could advantageously be completed on the outside by a lining forming a facing wall, for example of stones or bricks; but the framework can also be used for the establishment of interior walls of premises, allowing in particular good conditions of sound and thermal insulation.

D'une façon générale, l'invention n'est pas limitée à un dimensionnement et les éléments d'armature pourront être réalisés en toute grandeur et toute dimension et ils pourront ainsi être mis en place pour l'édification de constructions légères et de dimension réduite par exemple abri pour animaux, abri de jardin, etc...In general, the invention is not limited to a dimensioning and the reinforcing elements can be produced in any size and any dimension and they can thus be put in place for the construction of light constructions and of dimension reduced for example animal shelter, garden shed, etc.

En outre, l'invention permet également de réaliser des cellules légères qui peuvent être aisément transportées en volume pour une utilisation comme abri ou baraque de chantier. L'invention permet notamment de réaliser des constructions légères qui sont aisément démontables et qui peuvent ainsi être transportées d'un endroit à un autre, les éléments d'armature selon l'invention étant alors ramenés dans leur position repliée et permettant un transport sur volume réduit.In addition, the invention also makes it possible to produce light cells which can be easily transported in volume for use as a shelter or a worksite hut. The invention makes it possible in particular to produce light constructions which are easily removable and which can thus be transported from one place to another, the reinforcing elements according to the invention then being returned to their folded position and allowing transport on volume. reduced.

Claims (6)

1. Prefabricated assembly for the erection of the vertical bearing framework of a construction, particularly for making walls or partitions, of the type comprising uprights and longitudinal girders, the uprights being adapted to be aligned vertically, resting on a lower longitudinal girder, forming lower base plate, and supporting at their top an upper longitudinal girder forming upper belt, in which the uprights 8, 10 are formed by two identical wooden posts 7, 7', 9, 9' of quadrangular section, coupled and connected by struts 13, 14, 14' and all the uprights and longitudinal girders are provided with perforations made at modular interval and forming mortise, allowing the connection of the elements by insertion of a tenon or plug in the mortises brought into register between the elements to be assembled, characterized in that the uprights, 1, 1', 2, 2' are assembled with one another, as from prefabrication, by crosspieces 3, 4, 5, 3', 4', 5' articulated by one end on one upright, being inserted between the two posts, the opposite end of each crosspiece being articulated on the adjacent upright, allowing storage of the uprights, connected together by the articulated crosspieces, in compacted position, in which the uprights are disposed parallel to one another and side by side, the whole being capable of being displaced from this compacted position to a position of extension in which the uprights are spaced apart from one another by pivoting of the articulated crosspieces and are brought into their position of separation and at suitable distance, being immobilized in this position by crosspieces then perpendicular with respect to the uprights.
2. Assembly according to Claim 1, characterized in that the longitudinal girders 15, 16 are constituted by two wooden strips 36, 37, 39, 40 of section identical to that of the posts, parallel and connected to one another by at least one longitudinal plate 38, 41, the strips being spaced apart and maintained in a spaced apart relationship corresponding to the spacing of the posts, the inner space between the two longitudinal strips making it possible to receive the projecting part of the end struts 13, 14, 14' of the posts.
3. Prefabricated assembly according to Claim 1, characterized in that the uprights 1, 1', 2, 2' comprise two successive rows of crosspieces 3, 4, 5, 3', 4', 5' articulated from one upright to the adjacent upright and the pivot pins of the crosspieces being positioned substantially in the upper and lower thirds of the length of each upright.
4. Prefabricated assembly according to Claim 1 hereinabove, characterized in that the uprights 8', 10' rest on a lower longitudinal girder 45 forming a lower base plate and support an upper belt 16, via a reinforcing and load distributing lintel 43, constituted by two vertical, parallel blades 44, 44', the two coupled blades each running plumb with an alignment of the coupled posts constituting the alignment of the lower uprights, the blades being associated with longitudinal strips, respectively upper (46) and lower (47), each blade and its associated lower strip resting on the top of an alignment of posts, the upper strip 16 of the blade supporting the strip 48 of the upper belt 49 constituting an inferior purlin, the strut 50 projecting beyond the end of the uprights 10', penetrating in the space separating the two coupled blades and ensuring bracing thereof.
5. Prefabricated assembly according to Claim 4 hereinabove, characterized in that the longitudinal blades 44, 44' constituting the reinforcing lintel 43 are associated with an inner lining, inserted in the space separating the two blades and constituting an element for reinforcing said lintel, such as wooden longitudinal girder of appropriate section, or metal armature.
6. Prefabricated assembly according to Claim 5 hereinabove, characterized in that it comprises, on the one hand, horizontal crosspieces 3, 4, 5 disposed at right angles with respect to the uprights 8, 10 and ensuring the spaced apart relationship of the uprights, and, on the other hand, diagonal crosspieces 42 inserted between the posts of the successive uprights and connected at least on one upright and on another longitudinal girder, the diagonal crosspiece ensuring square cross-bracing of the assembly.
EP81400652A 1981-04-24 1981-04-24 Prefabricated unit for the realization of a construction frame Expired EP0063662B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT81400652T ATE17267T1 (en) 1981-04-24 1981-04-24 PREFABRICATED UNIT FOR THE MANUFACTURE OF SCAFFOLDING.
EP81400652A EP0063662B1 (en) 1981-04-24 1981-04-24 Prefabricated unit for the realization of a construction frame
DE8181400652T DE3173350D1 (en) 1981-04-24 1981-04-24 Prefabricated unit for the realization of a construction frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP81400652A EP0063662B1 (en) 1981-04-24 1981-04-24 Prefabricated unit for the realization of a construction frame

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EP0063662A1 EP0063662A1 (en) 1982-11-03
EP0063662B1 true EP0063662B1 (en) 1986-01-02

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AT (1) ATE17267T1 (en)
DE (1) DE3173350D1 (en)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2563855A1 (en) * 1984-05-07 1985-11-08 Legrand Roland DEPLOYABLE WOOD FRAME.
DE8429902U1 (en) * 1984-10-11 1985-04-11 Kaiser, Karl, Dipl.-Ing., 7990 Friedrichshafen WOODEN COMPONENT KIT
US4781007A (en) * 1985-11-07 1988-11-01 Bianchi Jean Luc F Deployable wooden ossature
US4790113A (en) * 1986-02-18 1988-12-13 Gregory Robert K Adjustable depth truss
GB2188078B (en) * 1986-03-18 1989-11-15 Christopher Harraway Dawson Cavity wall and building incorporating same
FR2650611A1 (en) * 1989-08-07 1991-02-08 Muller Feuga Arnaud Wooden framework for forming the walls of a structure, and structure obtained from the said framework
DE9319162U1 (en) * 1993-11-25 1994-03-24 Apart Mobil Mobilheimbau- und Vertriebsgesellschaft mbH, 46240 Bottrop Transportable residential unit
DE19963360C2 (en) * 1999-02-03 2003-08-21 Jochen Leserer Procedure for the construction of buildings with low K-values
FR2795441B1 (en) * 1999-06-24 2002-01-04 Gilbert Leon Roussel STRUCTURE IN RELATED WOODEN PIECES WITH GROOVED GROOVES, POSTS, BEAMS, FIXED BY COMBINATION USING JOINING ELEMENTS NOW IN THE PROFILES OF TYPICAL PANELS
WO2002090680A1 (en) * 2001-05-10 2002-11-14 Oeveraas Knut Erection system for the structure of a house
DE20303904U1 (en) * 2003-03-12 2004-04-29 Schmidt, Hermann Kit for building a building
MY158546A (en) * 2009-10-01 2016-10-14 Univ Putra Malaysia Architectonic spacer building system
WO2014029848A1 (en) 2012-08-24 2014-02-27 Novartis Ag Nep inhibitors for treating diseases characterized by atrial enlargement or remodeling
WO2014120028A1 (en) 2013-01-29 2014-08-07 Ux2 Centrum Technologiczne Sp. Z.O.O. The lock of the connection set for structural elements, the connection set with locks and the method of joining constructional elements with the use of the connection set
ITPR20130070A1 (en) * 2013-09-18 2015-03-19 Giuseppe Ricci A BUILDING STRUCTURE OF WOODEN BUILDINGS AND BUILDINGS AND CONSTRUCTION MADE THAT MADE
CN108915123A (en) * 2018-06-22 2018-11-30 中国建筑设计院有限公司 One kind is exempted to follow closely self-retaining partition skeleton
CN109113750B (en) * 2018-10-30 2023-08-29 中铁第一勘察设计院集团有限公司 Emergency device for reinforcing failure of shield end and construction method thereof
CN116748860B (en) * 2023-08-16 2023-11-21 湖南路桥建设集团有限责任公司 Correction mechanism for quick lap joint of bailey frame and quick lap joint method of bailey frame

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE343137A (en) *
GB151604A (en) * 1919-09-27 1921-12-08 Frank Archibald Palen Improvements in and relating to building constructions
US1421299A (en) * 1920-04-08 1922-06-27 Frank A Palen Building construction
DE385976C (en) * 1920-10-23 1923-12-01 Hans Zamecznik Process for the production of the supporting framework of surface-like components such as walls, ceilings, roofs
FR1003072A (en) * 1946-11-29 1952-03-13 Krauth & Co Process for the manufacture of carcasses of houses
FR2122749A5 (en) * 1971-01-22 1972-09-01 Avier Albert
NL7207690A (en) * 1972-06-07 1973-12-11
FR2355630A1 (en) * 1976-04-28 1978-01-20 Chedeau Philippe Prefabricated wooden building structure - has composite uprights and floor units bolted to foundation and covered by similar roof
DE2825563A1 (en) * 1978-06-10 1979-12-20 Stanislaus Dipl Ing Malik Wooden beams for heavy lattice structures - have screws meeting solid wood after piercing predrilled holes in offset rows

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DE3173350D1 (en) 1986-02-13
ATE17267T1 (en) 1986-01-15
EP0063662A1 (en) 1982-11-03

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