Modular integral construction system for solid wood buildings

Details Modular integral construction system for solid wood buildings Modular integral construction system for solid wood buildings

E - Fixed Constructions

04

C

E04C 2/14 (2006.01) E04B 1/10 (2006.01) E04B 2/70 (2006.01) E04C 2/40 (2006.01) E04B 1/35 (2006.01)

Patent

CA 2320340

The system is based on the utilization of modules which are repeated in slabs of floors (2), walls (1) and roof; said modules are comprised of vertical groups of boards (4) which are connected at their transverse edges by means of horizontal metal sections (11) and by means of tensioning bars which are housed into orifices facing the boards (4), the bars having threaded ends for tightening purposes by means of corresponding nuts. The boards (4) are provided with grooving-tongueing means (5) in order to obtain modules of which the height equals the existing height between floor and ceiling. The horizontal fixing to the floor slabs (2) is obtained by welding of the horizontal sections (11) or by other means, while the vertical unions between concurrent modules are realized by screwing the extremity of the tensioning bars (7) to the concurrent module or to L-shaped auxiliary sections (19). The modules of partitions, slabs and covers or roof may have different thickness in order to adapt them to the criteria of the execution project.

L'invention concerne un système utilisant des modules qui se répètent dans la charpente (2) de plancher, les parois (1) et la toiture, formés de groupements verticaux de planches (4) assemblées par leurs bords transversaux à l'aide de profilés métalliques et horizontaux (11) et à l'aide de barres de tension logées dans des orifices opposés des planches (4). Les extrémités des barres sont vissées en vue de leur serrage à l'aide d'écrous correspondants. Les planches (4) sont dotées de moyens mâle-femelle (5) et les modules obtenus présentent une hauteur identique à celle séparant le plancher du plafond. La fixation horizontale à la charpente (2) de plancher est effectuée par soudage ou d'autres moyens des profilés horizontaux (11) tandis que les modules adjacents sont assemblés de manière verticale par vissage des extrémités des barres de tension (7) avec l'extrémité adjacente ou avec des profilés auxiliaires en L (19). Les modules de cloisonnage, de charpente et de toiture peuvent présenter des épaisseurs différentes de manière à s'adapter aux critères du projet d'exécution.

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