EP2549025A1 - Building construction module - Google Patents

Building construction module Download PDF

Info

Publication number
EP2549025A1
EP2549025A1 EP12177010A EP12177010A EP2549025A1 EP 2549025 A1 EP2549025 A1 EP 2549025A1 EP 12177010 A EP12177010 A EP 12177010A EP 12177010 A EP12177010 A EP 12177010A EP 2549025 A1 EP2549025 A1 EP 2549025A1
Authority
EP
European Patent Office
Prior art keywords
notches
modules
module according
module
pipes
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.)
Granted
Application number
EP12177010A
Other languages
German (de)
French (fr)
Other versions
EP2549025B1 (en
Inventor
Gérard Macquet
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MODULE 3D
Original Assignee
Module 3D
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 Module 3D filed Critical Module 3D
Priority to PL12177010T priority Critical patent/PL2549025T3/en
Publication of EP2549025A1 publication Critical patent/EP2549025A1/en
Application granted granted Critical
Publication of EP2549025B1 publication Critical patent/EP2549025B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7453Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2002/7488Details of wiring

Definitions

  • the present invention relates to the field of modular building construction.
  • the invention relates more particularly to a building construction module.
  • construction module is meant a carrier assembly comprising firstly a structure, made from lateral uprights interconnected by cross members and, secondly, a working veil, forming bracing, which ensures the stability of the wall , resistance to static and dynamic forces, and participates in air and water tightness.
  • the working veil is usually a wood-based panel, such as LVL (Laminated Veneer Lumber) or plywood or OSB (Oriented Strand Board).
  • the module may further comprise intermediate amounts arranged at regular intervals between two lateral uprights.
  • a thermal insulation is inserted between the panels that cover the interior and exterior facing, in other words in the thickness of the uprights. This technique allows to leave a layer of air between the facings and the frame thus limiting the thermal bridges.
  • Another remarkable advantage of the construction from prefabricated modules is to offer standard modules to simplify the construction steps therefore reduce the construction time of buildings and therefore the costs.
  • the realization of a construction from such modules is still too long. Indeed, after the introduction and assembly of the modules in particular, non-standard construction elements are used to make reservations or long and tedious holes to be able to pass conduits for conveying water, gas, electricity or telephony for example. When making these reservations or holes for the passage of pipes, it is very common that the insulation and / or the vapor barrier is seriously damaged so that it / it can then no longer effectively perform its original function .
  • the assembly of the modules together is also a rather delicate phase to implement. In general they are assembled by screwing and / or bonding, but this phase requires a lot of manpower, to both stabilize the modules in position and fix them. Finally, upon delivery, the modules are stacked on pallets to be deposited on site by means of a forklift for example, and it is not uncommon for a module to fall off the stack and get damaged.
  • the invention aims to reduce the time and facilitate the construction work of a building by means of prefabricated building modules.
  • the object of the invention is to remedy at least one of the drawbacks of the prior art and aims, in particular, on the one hand, to facilitate the introduction of the pipes, avoiding the tedious drilling steps, thereby saving time and a reduction in costs, and on the other hand, to facilitate the handling of the modules during their delivery on site, avoiding the use of transport pallets to reduce any risk of falling.
  • the subject of the invention is a building construction module comprising lateral uprights and notches provided in said lateral uprights to allow passage of pipes, mainly characterized in that that said notches are distributed on said lateral uprights on either side of a horizontal axis of symmetry, and in that two central notches, flanking said axis of symmetry, are made so that their spacing corresponds to a standard gauge of two forklift forks.
  • the notches allow a quick and easy installation of the pipes in the building module.
  • These notches have an additional advantage, because they also allow easier handling during delivery of the modules on site.
  • the notches are adapted to the forks of a forklift so that the weight of the modules is evenly distributed on the forklift, so that any risk of falling is discarded.
  • Intermediate crosspieces are furthermore positioned at the axis of the notches provided for the forks, which makes it possible to slide the forks to an intermediate post without the risk of tearing the latter.
  • the building module according to the invention can be made of a material derived from wood, such as plywood, OSB, LVL or equivalent, or solid wood or composite materials.
  • the modules have standard dimensions of 2500 mm in height and 200 mm in depth. However, the height of the modules may vary depending on the desired height of the part under construction. Similarly, the depth of the modules may vary depending in particular on the desired mechanical strength as well as the desired thermal and / or sound insulation.
  • the figure 1 represents a perspective diagram of four modules 10, 20, 30, 40 coated and stacked, ready to be delivered on site.
  • Each of these modules 10, 20, 30, 40 advantageously comprises notches 11, 21, 31, 41 formed along the lateral uprights 13, 23, 33, 43. These notches allow the passage and the installation of pipes in the module quickly and without any fixation. All ducts, pipes, and cables used to convey water, gas, electricity, telephony, etc.
  • the lateral uprights have a longitudinal axis corresponding to the height of the module, when it is in place.
  • the notches 11, 21, 31, 41 are advantageously distributed along the lateral uprights 13, 23, 33, 43, on each side of an axis of symmetry S, perpendicular to the longitudinal axis of the lateral uprights. More particularly, the longitudinal axis of the lateral uprights representing the height of the module, when it is installed, the axis of symmetry S around which the notches are made is therefore horizontal. This horizontal axis of symmetry S makes it possible to optimize the distribution of the loads during the transport of the modules with forklifts.
  • the two central notches are formed on either side of this axis of symmetry S, so that they have a gap E corresponding to the standard spacing of two forklift forks. It should be noted that this spacing of the forks can be adjusted on certain forklifts.
  • the central notches are also used to allow the establishment of the forks of a carriage, so as to facilitate the transport of modules without the use of pallets transport.
  • the notches may further have a flat bottom 11c as illustrated in FIG. figure 1 .
  • the notches have a shape adapted to the shape of the forks of the forklift.
  • Such a flat bottom also allows a better distribution of the weight of the modules on the forks of the forklift during the handling of the modules.
  • the notches can also have a calculated width and depth to allow the easy passage of a worker's hand, to allow him to lift one or more modules with excellent grip and the rest without any risk of crushing. fingers or hand. It is thus expected, notches to flat bottom and dimensions suitable for manual handling. So far, during such handling, we needed a third person to move the modules and put shims to rest.
  • each notch 11 has a narrowed opening, so that when the pipes are deposited in the module, the latter do not tend to fall outwardly but remain well in their respective locations.
  • the notches can be partially closed after the passage of the pipes.
  • This partial closure is illustrated on the Figures 3A and 3B .
  • a simple wedge can be inserted into force in the opening of the notch for example.
  • each notch comprises in fact 2 nested notches 11a, 11b.
  • a first notch 11a is made to allow the passage of the pipes.
  • the second notch 11b is then cut in the first notch.
  • This double notch 11a, 11b can be made in a single cutting step, in the factory.
  • the two notches 11a and 11b may be of different sizes.
  • the minimum size of the first notch 11a is such that it allows the passage of pipes and forks of a forklift.
  • the drop of the cut of the notch can be used to be cut to the size of the second notch 11b.
  • this piece referenced 21 on figures 2 , 3A and 3B once placed in the second notch 11b, allows to partially close the double notch and maintain the pipes in their housing 11a.
  • This part 21 also makes it possible to mechanically reinforce the vertical upright 13 in the final destination of the module 10 as a load-bearing wall.
  • This piece 21 can be just fitted into its housing. It can also optionally be glued at the end of the assembly.
  • the housing thus defined to allow the passage and the crossing of the pipes, as illustrated on the figure 3B , has a depth substantially of the order of 50mm.
  • the modules are designed in a standard way and do not require any modification or transformation on the construction site, so that no cutting and therefore no drop is made during assembly on the site. Similarly, the notches being made in the factory, no cutting causing falls is performed for the passage of ducts. Thus, no cutting being performed on the site, the recycling of materials can be done directly in the factory.
  • the standard structure of the modules includes side jambs spaced 600 mm apart.
  • Standard modules typically have a width of 600, 900, 1200 or 1500mm. Consequently, the modules whose width exceeds 600mm include, in addition to their lateral uprights, intermediate amounts so as to have a rigid support every 600mm. This rigid support also allows the fixing of external coatings, wood cladding type, or pvc or resin etc ...
  • Such a module 10, comprising an intermediate amount 14 is shown on the figure 2 .
  • the intermediate amount 14 also includes notches 11 for the passage of pipes. These notches are advantageously aligned with the notches of the lateral uprights 13. They also allow the passage of the forks of a forklift for stable transport of the module.
  • the module schematized on the figure 2 is very symmetrical.
  • the modules can advantageously be mounted in a reversible manner to the laying, that is to say that the top and bottom can be reversed.
  • the module 10 further comprises crosspieces 15. These crosspieces 15 do not have a depth identical to that of the module, but they have a slight shrinkage. These sleepers 15 are focused on the notches 11 provided for the passage of the forks. This location of the sleepers reinforces the mechanical strength of the module on the passage of the forks of a lifting machine. The depth of the sleepers is less than that of the lateral uprights 13 and intermediate 14, a value identical to the depth of the notches 11. In this way, the sleepers also allow a vertical passage of the pipes and the support of the forks during travel modules.
  • the module also comprises upper 18 and lower 19 spacers of a depth identical to that of the lateral and intermediate uprights.
  • the high and low end notches are advantageously placed in the axis of the door lintels, window and other opening.
  • the axis of the notches is therefore 175mm from the high and low edges of the standard modules.
  • Orifices 17, 17a are further provided on the side posts 13. These holes are provided for the passage of fixing bolts.
  • the lateral uprights advantageously comprise, along their length, six orifices 17, arranged symmetrically and two by two. These six holes allow the passage of bolts for fixing the modules to each other.
  • Two other orifices, referenced 17a, are arranged at both ends of each lateral upright 13. These two orifices 17a are provided to allow the passage of a bolt of a fastening system.
  • the figure 4 illustrates the assembly of two building modules.
  • the assembly is made between on the one hand a standard module 10, comprising lateral uprights 13, an intermediate upright 14, and a bracing panel 16 and, on the other hand, a module 60, comprising an opening 66 for window.
  • the module 60 is fixed to the standard module 10 by means of fastening systems 70 and by bolting 17.
  • the opening module 60 also comprises crosspieces 65, upper and lower spacers 68 68 and an intermediate amount 64 It further comprises a post 67 on either side of the opening. These posts 67 and allow reliable attachment of fasteners to retain the shutters.
  • the notches 61 are then only on the vertical uprights flanking the posts 67 and the intermediate amount 64.
  • the standard module 10 generally has a height of 2500 mm, a depth of 200 mm and a width of 1200 mm.
  • the standard module 60 dedicated to receiving a window, meanwhile, generally has a height of 2500 mm, a depth of 200 mm and a width of 1500 mm, the opening 66 for receiving the window having a height of 1350 mm. mm and a width of 1200 mm.
  • the ends of the upper struts 18, 68 are provided with referenced orifices 12, 22, 32, 42, as illustrated in FIGS. figures 1 and 2 .
  • the attachment system 70 is a stirrup which is advantageously in the form of a U. It can be metallic or composite material for example. It is represented in more detail on the Figures 5A to 5D .
  • the vertical walls 72 of the U penetrate the orifices 12 formed in the upper spacers 18, 68 of the modules 10, 60 to be assembled so that the U encompasses the lateral uprights 13, 63 of the modules to be assembled.
  • An orifice 75, made in each vertical wall 72 of the U 70, makes it possible to insert a fixing device, for example a bolt 74, which passes right through the yoke 70 and the orifices 17a made in the lateral uprights 13. , 63 modules to assemble.
  • the bolt / nut system makes it possible to tighten the walls of the U on the lateral uprights 13, 63 of the modules 10, 60 in the manner of a jaw.
  • holes 17a are preformed on a vertical axis of each lateral upright.
  • the axis of drilling on the lateral upright is 100mm deep.
  • the U is secured by means of a bolt / nut system to be able to clamp to a desired force.
  • this clamping system avoids a risk of deformation of the modules at the time of tightening.
  • other clamping means may be provided, such as a rod provided with a clip, or a U with claws and returned in force in its housing.
  • the horizontal wall 71 of the stirrup 70 in U comprises another orifice 76 intended to receive an anchor pin 73.
  • This anchor pin 73 is intended to be fixed in the ground and in the lateral upright 13, 63 of one of the modules 10 and 60 to assemble.
  • the previous module (s) be anchored to the ground in order to fix the following modules.
  • a hole is made in the ground to a desired depth to fix the U-shaped stirrup.
  • the orifice 76, provided in the horizontal wall 71 of the stirrup 70 U-shaped, to insert an anchor pin 73, is preferably offset relative to the center of the wall 71, so that during attachment, the anchor pin 73 is fixed in the thickness of the lateral upright the second module to be assembled to a first module already attached to the ground.
  • the U may be previously fixed to the ground, and in this case, the modules are fitted on it by penetration of the vertical walls 72 of the U in the orifices 12 provided on the lower struts, and by penetration of the dowel. anchoring 73 in the hole provided for this purpose in the thickness of the lateral amount of the module to be anchored.
  • This variant requires a good calculation of the location of the U-bracket and not to move during drilling.
  • the modules, once anchored to the ground, are assembled to each other by means of a bolt / nut device for example.
  • Anchoring the modules to the ground by fixing the anchor pin 73 in the thickness of the lateral uprights allows a better resistance to tearing. It is further possible, if desired, to complete this anchorage by additional fasteners directly into the lower struts.
  • the attachment system intended to penetrate the holes of the upper spacers and to be fixed on the lateral uprights of the modules, is no longer in the form of a U but under
  • the size of the H also takes into account the thickness of the beam positioned between the modules of the lower and upper stages.
  • holes are also made in this rail, facing the orifices 12 made in the upper and lower spacers of the modules to be assembled, to allow insertion of the vertical walls of the H.
  • an H is then ensured by two bolt / nut devices for example, arranged on either side of the horizontal bar of the H, the bolt passing right through the lateral uprights of the modules to be assembled so as to secure the lower and upper modules 4 to 4
  • the H can be replaced by one or two plates, platinum for example or any other equivalent material, so as to connect an upper module and a lower module.
  • the parts constituting the modules are manufactured and assembled in the factory to form standard modules.
  • the modules 10 for forming the walls (walls) of the buildings and the modules 60 for receiving the windows as described above can thus be marketed ready for construction.
  • the construction of a building from such modules is fast because it is facilitated by the presence of the passages that form the notches for pipes.
  • the assembly of the modules together and their handling is simple and fast.

Abstract

The module (10) has notches (11, 21, 31, 41) placed in lateral uprights (13, 23, 33, 43) to allow passage of pipes and distributed on the uprights on both sides of a horizontal symmetry axis (S). Two central notches, surrounding the axis of symmetry, are practiced, so that spacing (E) of the central notches corresponds to a standard spacing of forks of a fork lift truck. Intermediate uprights include notches aligned with the notches of the side uprights. The notches are partially closed again after the passage of the pipes.

Description

La présente invention concerne le domaine de la construction modulaire de bâtiments.The present invention relates to the field of modular building construction.

L'invention se rapporte plus particulièrement à un module de construction de bâtiment.The invention relates more particularly to a building construction module.

Dans le contexte économique et environnemental actuel, la construction modulaire présente une alternative économiquement intéressante à la construction traditionnelle. Beaucoup de progrès ont été réalisés ces dernières années dans le domaine de la construction modulaire, et les constructeurs proposent des modules pour la construction de maisons individuelles à très haute performance énergétique. C'est pourquoi de plus en plus de maisons sont ainsi construites à partir de modules, généralement en ossature bois, fabriqués en usine, puis transportés sur le chantier où ils sont assemblés les uns aux autres.In the current economic and environmental context, modular construction presents an economically attractive alternative to traditional construction. Much progress has been made in recent years in the field of modular construction, and manufacturers offer modules for the construction of individual houses with very high energy performance. This is why more and more houses are built from modules, usually wood frame, manufactured in the factory, then transported to the site where they are assembled to each other.

Par module de construction, on entend un ensemble porteur comprenant d'une part une structure, réalisée à partir de montants latéraux reliés entre eux par des traverses et, d'autre part, un voile travaillant, formant contreventement, qui assure la stabilité du mur, la résistance aux efforts statiques et dynamiques, et participe à l'étanchéité à l'air et à l'eau. Le voile travaillant est généralement un panneau dérivé du bois, du type panneau de particules LVL (acronyme anglais pour « Laminated Veneer Lumber ») ou de contreplaqué ou d'OSB (acronyme anglais pour « Oriented Strand Board »). Le module peut comprendre en outre des montants intermédiaires disposés à intervalles réguliers entre deux montants latéraux. Un isolant thermique s'insère entre les panneaux qui recouvrent les parements intérieurs et extérieurs, autrement dit dans l'épaisseur des montants. Cette technique permet de laisser une lame d'air entre les parements et l'ossature en limitant ainsi les ponts thermiques. Une maison de ce type, construite à partir de modules à structure porteuse bois, respire et régule donc naturellement l'hygrométrie ambiante.By construction module is meant a carrier assembly comprising firstly a structure, made from lateral uprights interconnected by cross members and, secondly, a working veil, forming bracing, which ensures the stability of the wall , resistance to static and dynamic forces, and participates in air and water tightness. The working veil is usually a wood-based panel, such as LVL (Laminated Veneer Lumber) or plywood or OSB (Oriented Strand Board). The module may further comprise intermediate amounts arranged at regular intervals between two lateral uprights. A thermal insulation is inserted between the panels that cover the interior and exterior facing, in other words in the thickness of the uprights. This technique allows to leave a layer of air between the facings and the frame thus limiting the thermal bridges. A house of this type, built from wood load-bearing modules, breathes and therefore naturally regulates the ambient humidity.

Un autre avantage remarquable de la construction à partir de modules préfabriqués c'est d'offrir des modules standards permettant de simplifier les étapes de construction par conséquent de réduire les délais de construction des bâtiments et donc, les coûts. Toutefois, la réalisation d'une construction à partir de tels modules est encore trop longue. En effet, après la mise en place et l'assemblage des modules notamment, on a recours à des éléments de construction non standard pour réaliser des réservations ou à des perçages longs et fastidieux pour pouvoir y passer des conduites destinées à véhiculer l'eau, le gaz, l'électricité ou la téléphonie par exemple. Lors de la réalisation de ces réservations ou perçages pour le passage des conduites, il est très fréquent que l'isolation et/ou le pare vapeur soit sérieusement endommagé si bien qu'elle/il ne peut alors plus remplir efficacement sa fonction d'origine.Another remarkable advantage of the construction from prefabricated modules is to offer standard modules to simplify the construction steps therefore reduce the construction time of buildings and therefore the costs. However, the realization of a construction from such modules is still too long. Indeed, after the introduction and assembly of the modules in particular, non-standard construction elements are used to make reservations or long and tedious holes to be able to pass conduits for conveying water, gas, electricity or telephony for example. When making these reservations or holes for the passage of pipes, it is very common that the insulation and / or the vapor barrier is seriously damaged so that it / it can then no longer effectively perform its original function .

Pour pallier cet inconvénient, le document US2009/282759 décrit un module de construction dans les montants duquel sont ménagées des encoches en forme de T pour permettre le passage de conduites. Plus particulièrement, ces encoches sont alignées d'un montant à l'autre pour permettre l'insertion de conduites rigides. Cependant, ce document ne résout pas tous les problèmes liés à la construction modulaire, tels que l'assemblage ou la manutention de modules par exemple.To overcome this drawback, the document US2009 / 282759 discloses a construction module in the amounts of which are formed T-shaped notches to allow the passage of pipes. More particularly, these notches are aligned from one upright to another to allow the insertion of rigid pipes. However, this document does not solve all the problems related to modular construction, such as assembling or handling modules for example.

En effet, l'assemblage des modules entre eux reste également une phase assez délicate à mettre en oeuvre. En général ils sont assemblés par vissage et/ou collage, mais cette phase nécessite beaucoup de main d'oeuvre, pour à la fois stabiliser les modules en position et les fixer. Enfin, lors de leur livraison, les modules sont empilés sur des palettes pour être déposés sur site au moyen d'un chariot élévateur par exemple, et il n'est pas rare qu'un module chute de l'empilement et s'abîme.Indeed, the assembly of the modules together is also a rather delicate phase to implement. In general they are assembled by screwing and / or bonding, but this phase requires a lot of manpower, to both stabilize the modules in position and fix them. Finally, upon delivery, the modules are stacked on pallets to be deposited on site by means of a forklift for example, and it is not uncommon for a module to fall off the stack and get damaged.

L'invention a pour but de réduire les délais et faciliter le travail de construction d'un bâtiment au moyen de modules de construction préfabriqués.The invention aims to reduce the time and facilitate the construction work of a building by means of prefabricated building modules.

L'invention a pour but de remédier à au moins un des inconvénients de l'art antérieur et vise notamment d'une part, à faciliter la mise en place des conduites, en évitant les étapes fastidieuses de perçage permettant ainsi un gain de temps et une diminution des coûts, et d'autre part, à faciliter la manutention des modules lors de leur livraison sur site, en évitant l'utilisation de palettes de transport pour réduire tout risque de chute.The object of the invention is to remedy at least one of the drawbacks of the prior art and aims, in particular, on the one hand, to facilitate the introduction of the pipes, avoiding the tedious drilling steps, thereby saving time and a reduction in costs, and on the other hand, to facilitate the handling of the modules during their delivery on site, avoiding the use of transport pallets to reduce any risk of falling.

A cet effet, l'invention a pour objet un module de construction de bâtiment comprenant des montants latéraux et des encoches ménagées dans lesdits montants latéraux pour permettre un passage de conduites, principalement caractérisé en ce que lesdites encoches sont réparties sur lesdits montants latéraux de part et d'autre d'un axe de symétrie horizontal, et en ce que deux encoches centrales, encadrant ledit axe de symétrie, sont pratiquées de sorte que leur écartement corresponde à un écartement standard de deux fourches de chariot élévateur.To this end, the subject of the invention is a building construction module comprising lateral uprights and notches provided in said lateral uprights to allow passage of pipes, mainly characterized in that that said notches are distributed on said lateral uprights on either side of a horizontal axis of symmetry, and in that two central notches, flanking said axis of symmetry, are made so that their spacing corresponds to a standard gauge of two forklift forks.

Ainsi, les encoches permettent une mise en place rapide et simple des conduites dans le module de construction. Ces encoches présentent un avantage supplémentaire, car elles permettent en outre une manutention plus aisée lors de la livraison des modules sur site. En effet, les encoches sont adaptées aux fourches d'un chariot élévateur de sorte que le poids des modules est uniformément réparti sur le chariot élévateur, si bien que tout risque de chute est écarté. Des traverses intermédiaires sont de plus positionnées à l'axe des encoches prévues pour les fourches, ce qui permet de faire glisser les fourches jusqu'à un montant intermédiaire sans risque d'arracher ce dernier.Thus, the notches allow a quick and easy installation of the pipes in the building module. These notches have an additional advantage, because they also allow easier handling during delivery of the modules on site. Indeed, the notches are adapted to the forks of a forklift so that the weight of the modules is evenly distributed on the forklift, so that any risk of falling is discarded. Intermediate crosspieces are furthermore positioned at the axis of the notches provided for the forks, which makes it possible to slide the forks to an intermediate post without the risk of tearing the latter.

Enfin, ces encoches assurent en outre à un homme une prise facile et en toute sécurité, sans aucun risque d'écrasement de doigt lors de la manutention des modules et de leur déplacement au sol.Finally, these notches also ensure a man easy grip and safely, without any risk of crushing finger during handling modules and their movement on the ground.

Selon d'autres caractéristiques optionnelles du module :

  • le module comprend en outre un ou plusieurs montant(s) intermédiaire(s) comprenant des encoches alignées avec les encoches des montants latéraux,
  • les encoches présentent un fond plat et des dimensions adaptées pour une manutention manuelle sans risque d'écrasement,
  • les encoches sont partiellement refermées après le passage des conduites,
  • le module comprend en outre des traverses dont la profondeur correspond à la profondeur du module diminuée de la profondeur des encoches afin de permettre un passage vertical des conduites,
  • le module comprend en outre des entretoises supérieure et inférieure aux extrémités desquelles sont pratiqués des orifices, lesdits orifices étant destinés à recevoir un système d'accrochage,
  • le système d'accrochage comprend un étrier muni de parois verticales qui s'insèrent dans lesdits orifices desdites entretoises, lesdites parois verticales comprenant en outre un orifice prévu pour y insérer un dispositif de fixation,
  • le système d'accrochage comprend en outre une paroi horizontale pourvue d'un orifice destiné à recevoir un goujon d'ancrage au sol,
  • le système d'accrochage est un étrier en forme de U,
  • le système d'accrochage est prévu pour assembler des modules sur plusieurs niveaux, et se présente sous la forme d'un H.
According to other optional features of the module:
  • the module further comprises one or more intermediate amount (s) comprising notches aligned with the notches of the lateral uprights,
  • the notches have a flat bottom and suitable dimensions for manual handling without risk of crushing,
  • the notches are partially closed after the passage of the pipes,
  • the module further comprises sleepers whose depth corresponds to the depth of the module less the depth of the notches to allow a vertical passage of the pipes,
  • the module further comprises upper and lower spacers at the ends of which are formed openings, said orifices being intended to receive a fastening system,
  • the attachment system comprises a stirrup provided with vertical walls which fit into said holes of said spacers, said vertical walls further comprising an orifice provided for inserting a fixing device therein,
  • the attachment system further comprises a horizontal wall provided with an orifice for receiving a ground anchor pin,
  • the attachment system is a U-shaped stirrup,
  • the attachment system is intended to assemble modules on several levels, and is in the form of an H.

D'autres particularités et avantages de l'invention apparaitront à la lecture de la description suivante faite à titre d'exemple illustratif et non limitatif, en référence aux figures annexées qui représentent :

  • La figure 1, un schéma en perspective de plusieurs modules selon l'invention empilés pour être livrés sur un chantier,
  • La figure 2, un schéma d'un module de construction selon l'invention,
  • Les figures 3A et 3B, un schéma d'un détail d'une encoche respectivement avant et après sa fermeture partielle,
  • La figure 4, un schéma de deux modules selon l'invention assemblés au moyen d'un système d'accrochage,
  • Les figues 5A à 5D respectivement des vues en perspective, en plan, de côté et de face d'un système d'accrochage de modules.
Other features and advantages of the invention will appear on reading the following description given by way of illustrative and nonlimiting example, with reference to the appended figures which represent:
  • The figure 1 , a perspective diagram of several modules according to the invention stacked to be delivered to a construction site,
  • The figure 2 , a diagram of a building module according to the invention,
  • The Figures 3A and 3B a diagram of a detail of a notch respectively before and after its partial closure,
  • The figure 4 , a diagram of two modules according to the invention assembled by means of an attachment system,
  • FIGS. 5A to 5D respectively are perspective, plan, side and front views of a module attachment system.

Le module de construction selon l'invention peut être réalisé en matériau dérivé du bois, tel que du contreplaqué, de l'OSB, LVL ou équivalent, ou en bois plein ou encore en matériaux composites.The building module according to the invention can be made of a material derived from wood, such as plywood, OSB, LVL or equivalent, or solid wood or composite materials.

Les modules présentent des dimensions standard de 2500 mm en hauteur et de 200 mm en profondeur. Cependant, la hauteur des modules peut varier en fonction de la hauteur désirée de la pièce en construction. De même, la profondeur des modules peut varier en fonction notamment de la résistance mécanique désirée ainsi que de l'isolation thermique et/ou phonique désirée.The modules have standard dimensions of 2500 mm in height and 200 mm in depth. However, the height of the modules may vary depending on the desired height of the part under construction. Similarly, the depth of the modules may vary depending in particular on the desired mechanical strength as well as the desired thermal and / or sound insulation.

La figure 1 représente un schéma en perspective de quatre modules 10, 20, 30, 40 couchés et empilés, prêts à être livrés sur chantier. Chacun de ces modules 10, 20, 30, 40 comprend avantageusement des encoches 11, 21, 31, 41 pratiquées le long des montants latéraux 13, 23, 33, 43. Ces encoches permettent ainsi le passage et la mise en place de conduites dans le module de manière rapide et sans aucune fixation. On entend par conduites toutes les gaines, les tuyaux, et les câbles permettant de véhiculer l'eau, le gaz, l'électricité, la téléphonie etc...The figure 1 represents a perspective diagram of four modules 10, 20, 30, 40 coated and stacked, ready to be delivered on site. Each of these modules 10, 20, 30, 40 advantageously comprises notches 11, 21, 31, 41 formed along the lateral uprights 13, 23, 33, 43. These notches allow the passage and the installation of pipes in the module quickly and without any fixation. All ducts, pipes, and cables used to convey water, gas, electricity, telephony, etc.

Les montants latéraux présentent un axe longitudinal correspondant à la hauteur du module, lorsqu'il est mis en place.The lateral uprights have a longitudinal axis corresponding to the height of the module, when it is in place.

Les encoches 11, 21, 31, 41 sont avantageusement réparties le long des montants latéraux 13, 23, 33, 43, de chaque côté d'un axe de symétrie S, perpendiculaire à l'axe longitudinal des montants latéraux. Plus particulièrement, l'axe longitudinal des montants latéraux représentant la hauteur du module, lorsque celui-ci est installé, l'axe de symétrie S autour duquel les encoches sont pratiquées est donc horizontal. Cet axe de symétrie S horizontal permet d'optimiser la répartition des charges lors du transport des modules avec des chariots élévateurs. De plus, les deux encoches centrales sont ménagées de part et d'autre de cet axe de symétrie S, de telle sorte qu'elles présentent un écartement E correspondant à l'écartement standard de deux fourches de chariot élévateur. Il est à noter que cet écartement des fourches peut être ajusté sur certains chariots élévateurs. Ainsi, les encoches centrales servent également à permettre la mise en place des fourches d'un chariot, de manière à faciliter le transport des modules sans avoir recours à des palettes de transport.The notches 11, 21, 31, 41 are advantageously distributed along the lateral uprights 13, 23, 33, 43, on each side of an axis of symmetry S, perpendicular to the longitudinal axis of the lateral uprights. More particularly, the longitudinal axis of the lateral uprights representing the height of the module, when it is installed, the axis of symmetry S around which the notches are made is therefore horizontal. This horizontal axis of symmetry S makes it possible to optimize the distribution of the loads during the transport of the modules with forklifts. In addition, the two central notches are formed on either side of this axis of symmetry S, so that they have a gap E corresponding to the standard spacing of two forklift forks. It should be noted that this spacing of the forks can be adjusted on certain forklifts. Thus, the central notches are also used to allow the establishment of the forks of a carriage, so as to facilitate the transport of modules without the use of pallets transport.

De manière facultative, les encoches peuvent en outre présenter un fond plat 11 c tel qu'illustré sur la figure 1. Ainsi, les encoches présentent une forme adaptée à la forme des fourches du chariot élévateur. Un tel fond plat permet en outre une meilleure répartition du poids des modules sur les fourches du chariot élévateur lors de la manutention des modules.Optionally, the notches may further have a flat bottom 11c as illustrated in FIG. figure 1 . Thus, the notches have a shape adapted to the shape of the forks of the forklift. Such a flat bottom also allows a better distribution of the weight of the modules on the forks of the forklift during the handling of the modules.

Les encoches peuvent aussi présenter une largeur et profondeur calculées pour permettre le passage facile d'une main d'un ouvrier, pour lui permettre de soulever un ou plusieurs modules avec une prise excellente et le (les) reposer sans aucun risque d'écrasement de doigts ou de la main. On prévoit ainsi, des encoches à fond plat et des dimensions adaptées pour une manutention manuelle. Jusqu'à présent, lors de telles manutentions, on avait besoin d'une tierce personne pour déplacer les modules et mettre des cales pour les reposer.The notches can also have a calculated width and depth to allow the easy passage of a worker's hand, to allow him to lift one or more modules with excellent grip and the rest without any risk of crushing. fingers or hand. It is thus expected, notches to flat bottom and dimensions suitable for manual handling. So far, during such handling, we needed a third person to move the modules and put shims to rest.

Les encoches peuvent se présenter sous différentes formes. Sur les figures 1 à 4, elles ont une forme de trapèze. Elles peuvent aussi présenter des bords arrondis. De manière avantageuse, chaque encoche 11 présente une ouverture étrécie, de sorte que lorsque l'on dépose les conduites dans le module, ces dernières n'ont pas tendance à retomber vers l'extérieur mais restent bien dans leurs emplacements respectifs.The notches can be in different forms. On the Figures 1 to 4 they have a trapezoidal shape. They may also have rounded edges. Advantageously, each notch 11 has a narrowed opening, so that when the pipes are deposited in the module, the latter do not tend to fall outwardly but remain well in their respective locations.

De manière avantageuse, les encoches peuvent être partiellement refermées après le passage des conduites. Cette fermeture partielle est illustrée sur les figures 3A et 3B. Pour cela, une simple cale peut être insérée en force dans l'ouverture de l'encoche par exemple.Advantageously, the notches can be partially closed after the passage of the pipes. This partial closure is illustrated on the Figures 3A and 3B . For this, a simple wedge can be inserted into force in the opening of the notch for example.

Dans un autre mode de réalisation, tel qu'illustré sur les figures 1, 2, 3A et 3B, chaque encoche comprend en fait 2 encoches imbriquées 11a, 11b. Dans ce cas, une première encoche 11a est pratiquée pour permettre le passage des conduites. La deuxième encoche 11b est ensuite découpée dans la première encoche. Cette double encoche 11a, 11b peut être réalisée en une seule étape de découpe, en usine. Les deux encoches 11a et 11b peuvent être de dimensions différentes. La taille minimale de la première encoche 11a est telle qu'elle permet le passage des conduites et des fourches d'un chariot élévateur. La chute de la découpe de l'encoche peut servir pour être redécoupée à la dimension de la deuxième encoche 11b. Ainsi, cette pièce référencée 21 sur les figures 2, 3A et 3B, une fois placée dans la deuxième encoche 11b, permet de fermer partiellement la double encoche et de maintenir les conduites dans leur logement 11a. Cette pièce 21 permet en outre de renforcer mécaniquement le montant vertical 13 dans la destination finale du module 10 en tant que mur porteur. Cette pièce 21 peut être juste emboitée dans son logement. Elle peut en outre éventuellement être collée à la fin du montage. Une fois l'encoche partiellement refermée, le logement ainsi défini pour permettre le passage et le croisement des conduites, tel qu'illustré sur la figure 3B, présente une profondeur sensiblement de l'ordre de 50mm.In another embodiment, as illustrated in the figures 1 , 2 , 3A and 3B each notch comprises in fact 2 nested notches 11a, 11b. In this case, a first notch 11a is made to allow the passage of the pipes. The second notch 11b is then cut in the first notch. This double notch 11a, 11b can be made in a single cutting step, in the factory. The two notches 11a and 11b may be of different sizes. The minimum size of the first notch 11a is such that it allows the passage of pipes and forks of a forklift. The drop of the cut of the notch can be used to be cut to the size of the second notch 11b. Thus, this piece referenced 21 on figures 2 , 3A and 3B , once placed in the second notch 11b, allows to partially close the double notch and maintain the pipes in their housing 11a. This part 21 also makes it possible to mechanically reinforce the vertical upright 13 in the final destination of the module 10 as a load-bearing wall. This piece 21 can be just fitted into its housing. It can also optionally be glued at the end of the assembly. Once the notch partially closed, the housing thus defined to allow the passage and the crossing of the pipes, as illustrated on the figure 3B , has a depth substantially of the order of 50mm.

Les modules sont conçus de manière standard et ne nécessitent aucune modification ou transformation sur le chantier, si bien qu'aucune découpe et donc aucune chute n'est réalisée lors du montage sur le chantier. De même, les encoches étant pratiquées en usine, aucune découpe entrainant des chutes n'est réalisée pour le passage des gaines. Ainsi, aucune découpe n'étant réalisée sur le chantier, le recyclage des matériaux peut être fait directement en usine.The modules are designed in a standard way and do not require any modification or transformation on the construction site, so that no cutting and therefore no drop is made during assembly on the site. Similarly, the notches being made in the factory, no cutting causing falls is performed for the passage of ducts. Thus, no cutting being performed on the site, the recycling of materials can be done directly in the factory.

La structure standard des modules comprend des montants latéraux espacés de 600 mm. Les modules standards présentent en général une largeur de 600, 900, 1200 ou 1500mm. Par conséquent, les modules dont la largeur dépasse 600mm comprennent, en plus de leurs montants latéraux, des montants intermédiaires de manière à avoir un support rigide tous les 600mm. Ce support rigide permet aussi la fixation des revêtements extérieurs, de type bardage bois, ou pvc ou résine etc... Un tel module 10, comprenant un montant intermédiaire 14 est représenté sur la figure 2.The standard structure of the modules includes side jambs spaced 600 mm apart. Standard modules typically have a width of 600, 900, 1200 or 1500mm. Consequently, the modules whose width exceeds 600mm include, in addition to their lateral uprights, intermediate amounts so as to have a rigid support every 600mm. This rigid support also allows the fixing of external coatings, wood cladding type, or pvc or resin etc ... Such a module 10, comprising an intermediate amount 14 is shown on the figure 2 .

Le montant intermédiaire 14 comprend lui aussi des encoches 11 pour le passage des conduites. Ces encoches sont avantageusement alignées avec les encoches des montants latéraux 13. Elles permettent aussi le passage des fourches d'un chariot élévateur pour un transport stable du module.The intermediate amount 14 also includes notches 11 for the passage of pipes. These notches are advantageously aligned with the notches of the lateral uprights 13. They also allow the passage of the forks of a forklift for stable transport of the module.

Le module schématisé sur la figure 2 est très symétrique. Ainsi, lorsque les axes de symétrie verticaux et horizontaux sont respectés à la fabrication, les modules peuvent avantageusement être montés de manière réversible à la pose, c'est-à-dire que le haut et le bas peuvent être inversés.The module schematized on the figure 2 is very symmetrical. Thus, when the vertical and horizontal axes of symmetry are respected during manufacture, the modules can advantageously be mounted in a reversible manner to the laying, that is to say that the top and bottom can be reversed.

Le module 10 comprend en outre des traverses 15. Ces traverses 15 ne présentent pas une profondeur identique à celle du module, mais elles présentent un léger retrait. Ces traverses 15 sont axées sur les encoches 11 prévues pour le passage des fourches. Cet emplacement des traverses renforce la tenue mécanique du module sur le passage des fourches d'un engin élévateur. La profondeur des traverses est inférieure à celle des montants latéraux 13 et intermédiaire 14, d'une valeur identique à la profondeur des encoches 11. De cette manière, les traverses permettent aussi un passage vertical des conduites et l'appui des fourches lors des déplacements des modules. Le module comprend aussi des entretoises supérieure 18 et inférieure 19 d'une profondeur identique à celle des montants latéraux et intermédiaire.The module 10 further comprises crosspieces 15. These crosspieces 15 do not have a depth identical to that of the module, but they have a slight shrinkage. These sleepers 15 are focused on the notches 11 provided for the passage of the forks. This location of the sleepers reinforces the mechanical strength of the module on the passage of the forks of a lifting machine. The depth of the sleepers is less than that of the lateral uprights 13 and intermediate 14, a value identical to the depth of the notches 11. In this way, the sleepers also allow a vertical passage of the pipes and the support of the forks during travel modules. The module also comprises upper 18 and lower 19 spacers of a depth identical to that of the lateral and intermediate uprights.

Les encoches d'extrémité haute et basse sont avantageusement placées dans l'axe des linteaux de porte, fenêtre et autre ouverture. Dans l'exemple illustré, avec des modules de 2500 mm de hauteur, la hauteur des linteaux faisant environ 350 mm, l'axe des encoches est donc à 175mm des bords hauts et bas des modules standards.The high and low end notches are advantageously placed in the axis of the door lintels, window and other opening. In the illustrated example, with 2500 mm high modules, the height of the lintels being about 350 mm, the axis of the notches is therefore 175mm from the high and low edges of the standard modules.

Des orifices 17, 17a, sont en outre prévus sur les montants latéraux 13. Ces orifices sont prévus pour le passage de boulons de fixation. Ainsi, les montants latéraux comportent avantageusement, sur leur longueur, six orifices 17, disposés de manière symétrique et deux par deux. Ces six orifices permettent le passage de boulons pour la fixation des modules les uns aux autres. Deux autres orifices, référencés 17a, sont disposés aux deux extrémités de chaque montant latéral 13. Ces deux orifices 17a, sont prévus pour permettre le passage d'un boulon d'un système de fixation.Orifices 17, 17a are further provided on the side posts 13. These holes are provided for the passage of fixing bolts. Thus, the lateral uprights advantageously comprise, along their length, six orifices 17, arranged symmetrically and two by two. These six holes allow the passage of bolts for fixing the modules to each other. Two other orifices, referenced 17a, are arranged at both ends of each lateral upright 13. These two orifices 17a are provided to allow the passage of a bolt of a fastening system.

La figure 4 permet d'illustrer l'assemblage de deux modules de construction. Dans l'exemple, l'assemblage est réalisé entre d'une part un module standard 10, comprenant des montants latéraux 13, un montant intermédiaire 14, et un panneau 16 de contreventement et d'autre part un module 60, comprenant une ouverture 66 pour fenêtre. Dans cet assemblage, le module 60 est fixé au module standard 10 grâce à des systèmes d'accrochage 70 et par boulonnage 17. Le module 60 à ouverture comprend lui aussi des traverses 65, des entretoises supérieure 68 et inférieure 69 et un montant intermédiaire 64. Il comprend en outre un poteau 67 de part et d'autre de l'ouverture. Ces poteaux 67 permettent ainsi l'accroche fiable des fixations pour retenir les volets. Les encoches 61 se trouvent alors uniquement sur les montants verticaux encadrant les poteaux 67 et sur le montant intermédiaire 64.The figure 4 illustrates the assembly of two building modules. In the example, the assembly is made between on the one hand a standard module 10, comprising lateral uprights 13, an intermediate upright 14, and a bracing panel 16 and, on the other hand, a module 60, comprising an opening 66 for window. In this assembly, the module 60 is fixed to the standard module 10 by means of fastening systems 70 and by bolting 17. The opening module 60 also comprises crosspieces 65, upper and lower spacers 68 68 and an intermediate amount 64 It further comprises a post 67 on either side of the opening. These posts 67 and allow reliable attachment of fasteners to retain the shutters. The notches 61 are then only on the vertical uprights flanking the posts 67 and the intermediate amount 64.

Le module standard 10 présente en général une hauteur de 2500 mm, une profondeur de 200 mm et une largeur de 1200 mm. Le module standard 60, dédié à recevoir une fenêtre, quant à lui, présente en général une hauteur de 2500 mm, une profondeur de 200 mm et une largeur de 1500 mm, l'ouverture 66 destinée à recevoir la fenêtre présentant une hauteur de 1350 mm et une largeur de 1200 mm.The standard module 10 generally has a height of 2500 mm, a depth of 200 mm and a width of 1200 mm. The standard module 60, dedicated to receiving a window, meanwhile, generally has a height of 2500 mm, a depth of 200 mm and a width of 1500 mm, the opening 66 for receiving the window having a height of 1350 mm. mm and a width of 1200 mm.

Pour pouvoir insérer un système d'accrochage 70, les extrémités des entretoises supérieures 18, 68 sont pourvues d'orifices référencés 12, 22, 32, 42, tels qu'illustrés sur les figures 1 et 2.In order to be able to insert a fastening system 70, the ends of the upper struts 18, 68 are provided with referenced orifices 12, 22, 32, 42, as illustrated in FIGS. figures 1 and 2 .

Le système d'accrochage 70 est un étrier qui se présente avantageusement sous la forme d'un U. Il peut être métallique ou en matière composite par exemple. Il est représenté de manière plus détaillée sur les figures 5A à 5D. Les parois verticales 72 du U pénètrent dans les orifices 12 pratiqués dans les entretoises supérieures 18, 68 des modules 10, 60 à assembler de telle sorte que le U englobe les montants latéraux 13, 63 des modules à assembler. Un orifice 75, pratiqué dans chaque paroi verticale 72 du U 70, permet d'y insérer un dispositif de fixation, par exemple un boulon 74, qui traverse de part en part l'étrier 70 et les orifices 17a pratiqués dans les montants latéraux 13, 63 des modules à assembler. Lorsqu'un écrou est vissé sur le boulon 74, le système boulon/écrou permet de resserrer les parois du U sur les montants latéraux 13, 63 des modules 10, 60 à la manière d'une mâchoire. Pour recevoir le boulon 74, des trous 17a sont préformés sur un axe vertical de chaque montant latéral. Ainsi, pour un module de 200mm de profondeur, l'axe du perçage sur le montant latéral est à 100mm de profondeur. De manière préféré, le U est fixé au moyen d'un système boulon/écrou pour pouvoir serrer à une force désirée. De plus, ce système de serrage permet d'éviter un risque de déformation des modules au moment du serrage. Cependant, d'autres moyens de serrage peuvent être prévus, comme par exemple une tige munie d'un clip, ou un U pourvu de griffes et rentré en force dans son logement.The attachment system 70 is a stirrup which is advantageously in the form of a U. It can be metallic or composite material for example. It is represented in more detail on the Figures 5A to 5D . The vertical walls 72 of the U penetrate the orifices 12 formed in the upper spacers 18, 68 of the modules 10, 60 to be assembled so that the U encompasses the lateral uprights 13, 63 of the modules to be assembled. An orifice 75, made in each vertical wall 72 of the U 70, makes it possible to insert a fixing device, for example a bolt 74, which passes right through the yoke 70 and the orifices 17a made in the lateral uprights 13. , 63 modules to assemble. When a nut is screwed onto the bolt 74, the bolt / nut system makes it possible to tighten the walls of the U on the lateral uprights 13, 63 of the modules 10, 60 in the manner of a jaw. To receive the bolt 74, holes 17a are preformed on a vertical axis of each lateral upright. Thus, for a 200mm deep module, the axis of drilling on the lateral upright is 100mm deep. Preferably, the U is secured by means of a bolt / nut system to be able to clamp to a desired force. In addition, this clamping system avoids a risk of deformation of the modules at the time of tightening. However, other clamping means may be provided, such as a rod provided with a clip, or a U with claws and returned in force in its housing.

D'autres orifices sont également prévus à l'extrémité des entretoises inférieures 19, 69 des modules 10 et 60 à assembler, pour fixer les modules entre eux avec le même étrier en forme de U tel que décrit ci-dessus et permettre, en outre, un ancrage au sol des modules. Un tel ancrage au sol assure un meilleur maintien du module lors de la pose. Pour cela, la paroi horizontale 71 de l'étrier 70 en U comprend un autre orifice 76 destiné à recevoir un goujon d'ancrage 73. Ce goujon d'ancrage 73 est destiné à être fixé dans le sol et dans le montant latéral 13, 63 d'un des modules 10 et 60 à assembler.Other openings are also provided at the end of the lower struts 19, 69 of the modules 10 and 60 to be assembled, to fix the modules together with the same U-shaped stirrup as described above and to allow, moreover , an anchoring on the ground of the modules. Such anchoring on the ground ensures better maintenance of the module during installation. For this, the horizontal wall 71 of the stirrup 70 in U comprises another orifice 76 intended to receive an anchor pin 73. This anchor pin 73 is intended to be fixed in the ground and in the lateral upright 13, 63 of one of the modules 10 and 60 to assemble.

Pour une prise de risque minimum, on commence en général par poser et assembler deux modules formant un angle. Il faut impérativement que le ou les modules précédents soient ancrés au sol pour pouvoir fixer les modules suivants. Une fois le module en place, un trou est ménagé dans le sol à une profondeur désirée pour y fixer l'étrier en U. L'orifice 76, prévu dans la paroi horizontale 71 de l'étrier 70 en U, pour y insérer un goujon d'ancrage 73, est de préférence décalé par rapport au centre de la paroi 71, de telle sorte que lors de la fixation, le goujon d'ancrage 73 soit fixé dans l'épaisseur du montant latéral du deuxième module à assembler à un premier module déjà fixé au sol. Ainsi, pour des montants de 30mm d'épaisseur, on a une ouverture du U de 60 mm avec un orifice 76 prévu à 15mm d'une des parois verticales 72, pour que le goujon d'ancrage 73 se fixe dans l'épaisseur du montant latéral 13, 63 à ancrer.For minimum risk-taking, one generally starts by putting and assembling two modules forming an angle. It is imperative that the previous module (s) be anchored to the ground in order to fix the following modules. Once the module is in place, a hole is made in the ground to a desired depth to fix the U-shaped stirrup. The orifice 76, provided in the horizontal wall 71 of the stirrup 70 U-shaped, to insert an anchor pin 73, is preferably offset relative to the center of the wall 71, so that during attachment, the anchor pin 73 is fixed in the thickness of the lateral upright the second module to be assembled to a first module already attached to the ground. Thus, for uprights 30 mm thick, there is an opening of the U of 60 mm with an orifice 76 provided at 15 mm of one of the vertical walls 72, so that the anchor pin 73 is fixed in the thickness of the lateral amount 13, 63 to be anchored.

Dans une variante de réalisation, le U peut-être préalablement fixé au sol, et dans ce cas, les modules sont emboîtés dessus par pénétration des parois verticales 72 du U dans les orifices 12 prévus sur les entretoises inférieures, et par pénétration du goujon d'ancrage 73 dans le trou prévu à cet effet dans l'épaisseur du montant latéral du module à ancrer. Cette variante nécessite de bien calculer l'emplacement de l'étrier en U et de ne pas bouger pendant le perçage. Les modules, une fois ancrés au sol, sont assemblés les uns aux autres au moyen d'un dispositif de boulon/écrou par exemple.In an alternative embodiment, the U may be previously fixed to the ground, and in this case, the modules are fitted on it by penetration of the vertical walls 72 of the U in the orifices 12 provided on the lower struts, and by penetration of the dowel. anchoring 73 in the hole provided for this purpose in the thickness of the lateral amount of the module to be anchored. This variant requires a good calculation of the location of the U-bracket and not to move during drilling. The modules, once anchored to the ground, are assembled to each other by means of a bolt / nut device for example.

L'ancrage au sol des modules par fixation du goujon d'ancrage 73 dans l'épaisseur des montants latéraux permet une meilleure résistance à l'arrachement. Il est en outre possible, si désiré, de compléter cet ancrage par des fixations supplémentaires directement dans les entretoises inférieures.Anchoring the modules to the ground by fixing the anchor pin 73 in the thickness of the lateral uprights allows a better resistance to tearing. It is further possible, if desired, to complete this anchorage by additional fasteners directly into the lower struts.

Dans le cas d'une construction à plusieurs niveaux, le système d'accrochage, destiné à pénétrer dans les orifices des entretoises supérieures et à être fixé sur les montants latéraux des modules, ne se présente plus sous la forme d'un U mais sous la forme d'un H. Dans ce cas, la dimension du H tient en outre compte de l'épaisseur de la lisse positionnée entre les modules des étages inférieur et supérieur. De plus, des orifices sont également pratiqués dans cette lisse, en regard des orifices 12 pratiqués dans les entretoises supérieure et inférieure des modules à assembler, afin de permettre l'insertion des parois verticales des H. La fixation d'un H est ensuite assurée par deux dispositifs de boulon/écrou par exemple, disposés de part et d'autre de la barre horizontale du H, le boulon traversant de part en part les montants latéraux des modules à assembler de manière à solidariser les modules inférieur et supérieur 4 à 4. Le H peut en outre être remplacé par une ou deux plaques, en platine par exemple ou tout autre matériau équivalent, de manière à relier un module supérieur et un module inférieur.In the case of a multi-level construction, the attachment system, intended to penetrate the holes of the upper spacers and to be fixed on the lateral uprights of the modules, is no longer in the form of a U but under In this case, the size of the H also takes into account the thickness of the beam positioned between the modules of the lower and upper stages. In addition, holes are also made in this rail, facing the orifices 12 made in the upper and lower spacers of the modules to be assembled, to allow insertion of the vertical walls of the H. The fixing of an H is then ensured by two bolt / nut devices for example, arranged on either side of the horizontal bar of the H, the bolt passing right through the lateral uprights of the modules to be assembled so as to secure the lower and upper modules 4 to 4 In addition, the H can be replaced by one or two plates, platinum for example or any other equivalent material, so as to connect an upper module and a lower module.

Les pièces constituant les modules sont fabriquées et assemblées en usine pour former des modules standards. Les modules 10 destinés à former les parois (murs) des bâtiments et les modules 60 destinés à recevoir les fenêtres tels que décrits précédemment peuvent ainsi, être commercialisés prêts à la construction. La construction d'un bâtiment à partir de tels modules est rapide car elle est facilitée par la présence des passages que forment les encoches pour les conduites. L'assemblage des modules entre eux et leur manutention est simple et rapide.The parts constituting the modules are manufactured and assembled in the factory to form standard modules. The modules 10 for forming the walls (walls) of the buildings and the modules 60 for receiving the windows as described above can thus be marketed ready for construction. The construction of a building from such modules is fast because it is facilitated by the presence of the passages that form the notches for pipes. The assembly of the modules together and their handling is simple and fast.

Claims (10)

Module de construction (10, 20, 30, 40, 60) de bâtiment comprenant des montants latéraux (13, 23, 33, 43, 63), et des encoches (11, 21, 31, 41, 61) ménagées dans lesdits montants latéraux (13, 23, 33, 43, 63) pour permettre un passage de conduites, caractérisé en ce que lesdites encoches sont réparties sur lesdits montants latéraux de part et d'autre d'un axe de symétrie horizontal (S), et en ce que deux encoches centrales, encadrant ledit axe de symétrie (S), sont pratiquées de sorte que leur écartement (E) corresponde à un écartement standard de deux fourches de chariot élévateur.Building module (10, 20, 30, 40, 60) comprising side posts (13, 23, 33, 43, 63) and notches (11, 21, 31, 41, 61) in said posts side (13, 23, 33, 43, 63) to permit a passage of pipes, characterized in that said notches are located on said lateral uprights on either side of a horizontal axis of symmetry (S), and that two central notches, flanking said axis of symmetry (S), are made so that their spacing (E) corresponds to a standard spacing of two forklift forks. Module de construction selon la revendication 1, caractérisé en ce qu'il comprend en outre un ou plusieurs montant(s) intermédiaire(s) (14, 64) comprenant des encoches (11, 61) alignées avec les encoches (11, 61) des montants latéraux (13, 63).Construction module according to claim 1, characterized in that it further comprises one or more intermediate amounts (14, 64) comprising notches (11, 61) aligned with the notches (11, 61). lateral amounts (13, 63). Module de construction selon l'une des revendications précédentes, caractérisé en ce que les encoches présentent un fond plat (11 c).Building module according to one of the preceding claims, characterized in that the notches have a flat bottom (11 c). Module de construction selon l'une des revendications précédentes, caractérisé en ce que les encoches sont partiellement refermées après le passage des conduites.Building module according to one of the preceding claims, characterized in that the notches are partially closed after the passage of the pipes. Module de construction selon l'une des revendications précédentes, caractérisé en ce qu'il comprend en outre des traverses (15, 65) dont la profondeur correspond à la profondeur du module diminuée de la profondeur des encoches (11, 21, 31, 41, 61) afin de permettre un passage vertical des conduites.Building module according to one of the preceding claims, characterized in that it further comprises crosspieces (15, 65) whose depth corresponds to the depth of the module minus the depth of the notches (11, 21, 31, 41 , 61) to allow a vertical passage of the pipes. Module de construction selon l'une des revendications précédentes, caractérisé en ce qu'il comprend en outre des entretoises supérieure (18, 68) et inférieure (19, 69) aux extrémités desquelles sont pratiqués des orifices (12), lesdits orifices (12) étant destinés à recevoir un système d'accrochage (70).Construction module according to one of the preceding claims, characterized in that it further comprises upper (18, 68) and lower (19, 69) spacers at the ends of which holes (12) are made, said orifices (12) ) being intended to receive an attachment system (70). Module selon la revendication 6, caractérisé en ce que le système d'accrochage (70) comprend un étrier muni de parois verticales (72) qui s'insèrent dans lesdits orifices (12) desdites entretoises, lesdites parois verticales (72) comprenant en outre au moins un orifice (75) prévu pour y insérer un dispositif (74) de fixation.Module according to claim 6, characterized in that the attachment system (70) comprises a stirrup provided with vertical walls (72) which fit into said orifices (12) of said spacers, said vertical walls (72) further comprising at least one orifice (75) provided for inserting a fixing device (74). Module de construction selon l'une des revendications 6 à 7, caractérisé en ce que ledit système d'accrochage comprend en outre une paroi horizontale (71) pourvue d'un orifice (76) destiné à recevoir un goujon d'ancrage (73) au sol.Building module according to one of claims 6 to 7, characterized in that said attachment system further comprises a horizontal wall (71) provided with an orifice (76) for receiving an anchor pin (73) on the ground. Module de construction selon l'une des revendications 6 à 8, caractérisé en ce que le système d'accrochage (70) est un étrier en forme de U.Building module according to one of claims 6 to 8, characterized in that the attachment system (70) is a U-shaped stirrup. Module de construction selon l'une des revendications 6 à 7, caractérisé en ce que le système d'accrochage (70) est prévu pour assembler des modules sur plusieurs niveaux, et se présente sous la forme d'un H.Building module according to one of claims 6 to 7, characterized in that the fastening system (70) is provided for assembling modules on several levels, and is in the form of an H.
EP12177010.1A 2011-07-22 2012-07-19 Building construction module Active EP2549025B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL12177010T PL2549025T3 (en) 2011-07-22 2012-07-19 Building construction module

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1156675A FR2978173B1 (en) 2011-07-22 2011-07-22 BUILDING CONSTRUCTION MODULE

Publications (2)

Publication Number Publication Date
EP2549025A1 true EP2549025A1 (en) 2013-01-23
EP2549025B1 EP2549025B1 (en) 2015-09-02

Family

ID=46507933

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12177010.1A Active EP2549025B1 (en) 2011-07-22 2012-07-19 Building construction module

Country Status (5)

Country Link
EP (1) EP2549025B1 (en)
ES (1) ES2554620T3 (en)
FR (1) FR2978173B1 (en)
PL (1) PL2549025T3 (en)
PT (1) PT2549025E (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3219865A1 (en) * 2016-03-17 2017-09-20 Economy Housing Korea Co., Ltd. Structural modular panel in building component system and its construction method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2277217A (en) * 1939-03-02 1942-03-24 Faber Herbert Alfred Building construction
US4924646A (en) * 1988-11-23 1990-05-15 Marquardt Wayne P Wire guard
US5524402A (en) * 1988-11-16 1996-06-11 Sykes; Christopher C. Partition structures and frame elements therefor
US20050120662A1 (en) * 2003-12-04 2005-06-09 William Paul Floor and ceiling receiving tracks for seating interconnecting metal studs exhibiting diamond shaped apertures
FR2914662A1 (en) * 2007-04-06 2008-10-10 Jean Michel Carlier Dwelling i.e. frame house, has prefabricated modules including inner frame for receiving facing to create service space with thickness equal to that of frame, where space receives pipes or wires of electrical installation
US20090282759A1 (en) 2008-05-14 2009-11-19 Porter William H Relocatable building wall construction

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2277217A (en) * 1939-03-02 1942-03-24 Faber Herbert Alfred Building construction
US5524402A (en) * 1988-11-16 1996-06-11 Sykes; Christopher C. Partition structures and frame elements therefor
US4924646A (en) * 1988-11-23 1990-05-15 Marquardt Wayne P Wire guard
US20050120662A1 (en) * 2003-12-04 2005-06-09 William Paul Floor and ceiling receiving tracks for seating interconnecting metal studs exhibiting diamond shaped apertures
FR2914662A1 (en) * 2007-04-06 2008-10-10 Jean Michel Carlier Dwelling i.e. frame house, has prefabricated modules including inner frame for receiving facing to create service space with thickness equal to that of frame, where space receives pipes or wires of electrical installation
US20090282759A1 (en) 2008-05-14 2009-11-19 Porter William H Relocatable building wall construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3219865A1 (en) * 2016-03-17 2017-09-20 Economy Housing Korea Co., Ltd. Structural modular panel in building component system and its construction method

Also Published As

Publication number Publication date
FR2978173A1 (en) 2013-01-25
EP2549025B1 (en) 2015-09-02
ES2554620T3 (en) 2015-12-22
PL2549025T3 (en) 2016-04-29
FR2978173B1 (en) 2013-08-16
PT2549025E (en) 2015-12-30

Similar Documents

Publication Publication Date Title
CA2905191C (en) Modular building system
EP2061936B1 (en) Building, in particular a dwelling, and method of erecting it
EP2191081B1 (en) Wood prefabricated construction members and construction system
EP2549025B1 (en) Building construction module
FR3057290A1 (en) FORMWORK SYSTEM, BONDING MEMBER ESPECIALLY ADAPTED FOR SUCH A FORMWORK SYSTEM AND METHOD FOR PRODUCING A SLAB OF A BUILDING USING SUCH A FORMWORK SYSTEM
WO2016097621A1 (en) Set of elements and method for constructing a building
EP2108758B1 (en) Manufacturing process of a structural element
FR3127969A1 (en) Modular device for placing equipment on a platform
FR2786797A1 (en) Scaffolding modules for roof access is formed from series of modules, each formed from two main beams formed from two tubes, with coupling elements at ends and supporting cross bars to provide walkway
EP2576933B1 (en) Cardboard construction element and construction method using such elements
FR2684126A1 (en) LARGE FIRE RESISTANT STORAGE BUILDING AND METHOD FOR CONSTRUCTION THEREOF.
WO2018065524A1 (en) Construction element for steel/reinforced-concrete hybrid beam, construction assembly and construction kits
EP0826840A1 (en) Building unit
FR3053707B1 (en) CONSTRUCTIVE WOOD SYSTEM AND METHOD FOR ASSEMBLING THE SAME
EP1784544A1 (en) Load-bearing structure for buildings and method for construction of a load-bearing structure
WO2007113402A1 (en) Building of large-span bearing metal structures
FR3140386A1 (en) Construction, preferably modular, comprising a wooden ceiling frame and a wooden floor frame
FR3022271A1 (en) MIXED CONSTRUCTION WOOD AND CONCRETE
EP2913458A1 (en) Wall with integrated formwork comprising a secured opening, device for forming such an opening and method for manufacturing such a wall with integrated formwork
BE1022560B1 (en) Method for the construction of buildings
FR2885148A1 (en) METHOD AND DEVICE FOR ASSEMBLING A ROOF FRAME ON A CONSTRUCTION.
EP0294266B1 (en) Support structure for the construction of multi-purpose halls, such as gymnasiums, covered tennis courts, workshops, factories...
WO2004063482A1 (en) Wall building system
EP1469973A1 (en) Improved sandwich panel-type wall construction
FR2898918A1 (en) Edifice for use as e.g. private home, has floor, walls and roof supported by assembly of stringers and columns which are constituted by ladders, where each ladder comprises posts assembled by horizontal cross bars and diagonal cross bars

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

17P Request for examination filed

Effective date: 20130313

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: MODULE 3D

17Q First examination report despatched

Effective date: 20140428

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150305

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 746722

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150915

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602012010171

Country of ref document: DE

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2554620

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20151222

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20151127

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 746722

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20151202

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160102

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602012010171

Country of ref document: DE

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20150402477

Country of ref document: GR

Effective date: 20160201

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20160603

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20160628

Year of fee payment: 5

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160731

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160731

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160719

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160719

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20120719

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20150902

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GR

Payment date: 20200623

Year of fee payment: 9

Ref country code: PT

Payment date: 20200623

Year of fee payment: 9

Ref country code: CZ

Payment date: 20200629

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20200624

Year of fee payment: 9

Ref country code: NL

Payment date: 20200625

Year of fee payment: 9

Ref country code: GB

Payment date: 20200624

Year of fee payment: 9

Ref country code: PL

Payment date: 20200625

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20200803

Year of fee payment: 9

Ref country code: RO

Payment date: 20200708

Year of fee payment: 9

Ref country code: DE

Payment date: 20200622

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20200622

Year of fee payment: 9

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602012010171

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20210801

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20210719

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20210731

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210719

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220201

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210719

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220119

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210801

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220207

Ref country code: CZ

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210719

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170719

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210719

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210731

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20220929

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210720

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210719

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20230731

Year of fee payment: 12