EP3290608B1 - Montageverfahren einer konstuktionseinheit, und entsprechende konstruktionseinheit - Google Patents

Montageverfahren einer konstuktionseinheit, und entsprechende konstruktionseinheit Download PDF

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Publication number
EP3290608B1
EP3290608B1 EP17189483.5A EP17189483A EP3290608B1 EP 3290608 B1 EP3290608 B1 EP 3290608B1 EP 17189483 A EP17189483 A EP 17189483A EP 3290608 B1 EP3290608 B1 EP 3290608B1
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EP
European Patent Office
Prior art keywords
binder
construction
construction element
assembly
contact surface
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EP17189483.5A
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English (en)
French (fr)
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EP3290608A1 (de
Inventor
Stéphane Yvars
Vincent FOUSSARD
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.)
Bouyer Leroux SCOP
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Bouyer Leroux Structure SAS
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    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202Details of connections
    • E04B2002/0204Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0208Non-undercut connections, e.g. tongue and groove connections of trapezoidal shape
    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256Special features of building elements
    • E04B2002/0273Adhesive layers other than mortar between building elements
    • E04B2002/0276Separate layers or strips

Definitions

  • the present invention relates to the field of construction and more precisely to the field of load-bearing and / or structuring masonry and related masonry constructions or assemblies.
  • the masonry construction elements are assembled to form sets such as walls, etc. by means of mortar.
  • This type of binder has several drawbacks. Indeed, to prepare traditional masonry or thin joint mortar, often based on hydraulic binders, you need equipment and trained labor, the preparation time is long (about 1 hour), not to mention the time. installation, drying time (7 to 28 days). In addition, this process requires the elements to be placed within a very short period of time of the order of a quarter of an hour, which corresponds to the working time after removal to ensure the assembly of the elements.
  • polyurethane foam in the face of bad weather and especially in windy weather, the foam does not stay in place on the construction element and bonding becomes impossible.
  • the doses of polyurethane foam must be limited because polyurethane foam contains isocyanates (even in small quantities) which are often toxic and reactive compounds to be handled with care and whose vapors must be strictly avoided.
  • the object of the invention is to remedy all or part of the aforementioned drawbacks by proposing a masonry assembly devoid of binder containing isocyanates or without release of isocyanates and whose structure allows rapid and simple removal whatever the external conditions.
  • the assembly method of the construction assembly according to the invention has the advantage of being non-toxic by the use of a binder free of isocyanate or free of reactive isocyanates.
  • a binder in the form of gel or mastic is advantageous because during its application to the first construction element and in contact with air, a protective film encapsulating the composition of said binder can be formed. form.
  • This protective film makes it possible to maintain the integrity of the composition of the binder in its form and its chemical properties, whatever the external conditions.
  • the protective film pierces or breaks up, releasing the composition from the binder in order to allow adhesion of the first building element with the second building element.
  • this binder allows the installer to work in two ways, that is to say poses elements before or after the formation of the film and without exceeding the duration of hardening at the heart of the binder recommended by the manufacturer. , generally of the order of half an hour.
  • the term “binder” is understood to mean an element which is suitable for binding, for holding together various elements, for ensuring their cohesion or their union and which gives the bonding area of the elements to each other high mechanical qualities of adhesion, shear resistance and sealing.
  • gel is understood to mean a solid which can have properties ranging from soft and ductile to hard and brittle.
  • gels are defined as highly diluted entangled systems showing no flow when at steady state. In bulk, gels are mainly made up of liquid, yet they behave like solids thanks to their three-dimensional network entangled within the liquid. It is these tangles that give gels their structure (hardness) and contribute to their adhesion.
  • the term “mastic” is understood to mean a kind of plastic paste, obtained by mixing various synthetic or natural substances which give it certain mechanical qualities, in particular a very high viscosity.
  • the binder regardless of the form in which the binder is presented: gel or mastic, the latter has enhanced properties and in particular making it possible to give the bonding zone of the elements to each other high mechanical adhesion qualities, shear strength and sealing.
  • composition devoid of isocyanates is understood to mean a composition which is produced without isocyanate or else a composition which has a sufficiently high degree of purity so that no release of isocyanate vapor is released from all of the isocyanates. construction neither during nor after installation.
  • the binder is free before polymerization of products toxic to humans.
  • the chemical formulation of the non-toxic binder also makes it possible to guarantee the durability of the performance during the service life of the structure (of the order of 50 years) or even to improve it over time, unlike the hydraulic binders whose mechanical performance stabilizes at best.
  • the binder is does not release esters or derivatives of phthalic acid or alcohols or derivatives of alcohols.
  • the formulation of the binder is such that the notions of shrinkage and creep do not exist in the medium and long term, unlike cement-based hydraulic binders, of which we know the impact of these characteristics on the mechanical performance in the medium and long term.
  • the binder comprises a protective membrane in the form of a plate, pocket or bead encapsulating, as soon as it is applied, a core of active material, said protective membrane being configured to disintegrate or s '' incorporate in the active material so as not to screen the bonding.
  • the core of active material can be released from the protective membrane, for example by spraying water before fitting the construction element.
  • the membrane can be water soluble.
  • the protective membrane is liable to disintegrate or to pierce, thus freeing the core of active material, by applying pressure to the latter during the installation of the upper construction element or adjacent to said protective membrane.
  • the binder used can be of a composition similar or identical to the binder of the brand Fix'bric® or Opti'fix®.
  • the contact surface of the first construction element and / or the contact surface of the second construction element is at least partially planar.
  • the contact surface intended to be covered by the binder of the first construction element and / or the contact surface intended to be covered by the binder of the second construction element is at least partially in relief.
  • the consistency of the binder close to a gel or a mastic and the absence of shrinkage on drying makes it possible to absorb the difference in dimensional tolerances and roughness of the contact surfaces of the upper element with the two adjacent elements of the rectified elements while maintaining the mechanical properties in the main part or at the level of a junction with an accessory.
  • the relief may be a relief in the form of a fitting member.
  • the difference in flatness of the contact surface intended to receive the binder is less than or equal to 1 mm.
  • the binder is a non-hydraulic non-polyurethane binder.
  • the binder is an epoxy or acrylic or geopolymer or mono or two-component or organic gel.
  • the binder is a polyurethane.
  • the first construction element and / or the second construction element is cellular.
  • the binder is applied only to the horizontal faces of a construction element at least partially, whether the construction element is solid or honeycomb, which makes it possible to reinforce the structure mechanically. compared to horizontal forces such as earthquakes.
  • gluing only the horizontal faces makes it possible to adjust the quantity of binder as a function of the forces calculated to optimize the consumption of binder on site or in the factory.
  • the European construction regulations such as Eurocode 8 impose in a seismic zone the realization of vertical joints when the assembly is based on traditional hydraulic binders, the assembly system according to the invention makes it possible to dispense with this thanks to the mechanical properties of the binder.
  • the binder can be applied in spots or in a bead extending all the way along the side of the building element, or in a bead extending partially along the side of the element. construction or over the entire surface of the side of the construction element.
  • the binder cords can be positioned on the outer edges and / or on inner portions of the contact surface or in the cavities formed by the relief (s).
  • a first bead of binder can be positioned on a first longitudinal outer edge and a second bead can be positioned opposite the first bead on a longitudinal outer edge opposite the first edge.
  • the binder cords can be positioned asymmetrically.
  • one of the two outer edges of the element is devoid of binder.
  • the wall presents an aesthetic and / or a homogeneous support for a plaster or paint finish which would require it.
  • the contact surface of the first construction element is in relief and cooperates with a complementary relief formed on the contact surface of the second construction element.
  • the application of the binder is carried out preferably by manual gun or with mechanical, pneumatic and / or electric assistance.
  • the application of the binder is preferably carried out by means of a container at atmospheric pressure.
  • each construction element can be made of terracotta, concrete, lightweight aggregate concrete or expanded clay, composite concrete, concrete based on plant fibers, cellular concrete, PVC, aluminum, wood, etc. ...
  • the method comprises a step of placing an intermediate element on the binder after application of the binder on the first construction element.
  • an intermediate element advantageously makes it possible to increase the mechanical performance (shear for example) or the acoustic performance of the construction assembly.
  • the assembly method according to the invention allows prefabrication in the factory of panels or walls or assemblies of great height and / or of large format.
  • the construction assembly 100 comprises at least a first construction element 1 and a second construction element 2 linked to each other by a binder 3, as can be seen from the eyes. figures 7 to 22 , 24 , 27 .
  • the binder is in the form of a gel or of a mastic as can be seen in figure 23 and in figure 25 .
  • the application of the binder 3 can be carried out on a cellular contact surface at the level of the junctions 5 of the cells 6 of the same construction element 1, 2 as illustrated in Figures 1A to 6B .
  • the examples of binder applications shown in Figures 1A to 6B are not limiting and illustrate only part of the possibilities of application according to the invention.
  • the application of the binder 3 can also be carried out on one side of the construction element as illustrated in figures 7 to 21 .
  • the side of the first construction element 1 is plane and identical to the side of the second construction element 2.
  • These sides materialize the contact surfaces intended (at least one of the two) to receive the binder.
  • the binder can be applied in spots or in a bead extending all the way along the side of the building element, or in a cord extending partially along the side of the building element or over the entire surface of the side of the building element.
  • the binder cords can be positioned on the outer edges and / or on inner portions of the contact surface.
  • the side of the second construction element 2 is in relief 2a and different from the side of the first construction element 1. These sides materialize the contact surfaces intended (at least one of the two) to receive the binder 3.
  • the binder 3 can be applied in spots or in a bead extending all the way along the side of the building element, or in a bead extending partially along the side of the building element or over the entire surface of the side of the building element. element of construction.
  • the binder cords can be positioned on the outer edges and / or on inner portions of the contact surface or in the cavities formed by the relief (s) 1a, 2a.
  • the side of the first construction element 1 is in relief 1a and cooperates with a complementary relief 2a formed on the side of the second construction element 2.
  • These sides materialize the contact surfaces intended (at least one of the two) to receive the binder.
  • the binder may be applied in spots or in a bead extending all the way along the side of the building element, or in a bead extending partially along the side of the building element or over the entire surface of the side. of the construction element.
  • the binder cords can be positioned on the outer edges and / or on inner portions of the contact surface or in the cavities formed by the relief (s).
  • the assembly method comprises an additional step consisting in the installation of an intermediate element 4 positioned between the first construction element 1 and the second construction element 2, said intermediate element allowing an increase in the mechanical or acoustic performance of the device. construction set 100.
  • This additional step is illustrated in figure 26 .
  • the step of laying the intermediate element 4 is carried out after the application of the binder 3 as illustrated in figure 25 and the result: a reinforced construction set is illustrated in figure 27 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Adhesives Or Adhesive Processes (AREA)
  • Building Environments (AREA)

Claims (9)

  1. Montageverfahren einer Konstruktionseinheit (100), umfassend mindestens ein erstes Konstruktionselement (1) und mindestens ein zweites Konstruktionselement (2), die durch ein Bindemittel (3) aneinandergebunden sind, wobei das Montageverfahren die folgenden Schritte umfasst:
    - Bereitstellen des ersten Konstruktionselements,
    - Bereitstellen des Bindemittels,
    - Auftragen des Bindemittels auf mindestens einen Teil einer Oberfläche des ersten Konstruktionselements, der dazu bestimmt ist, in Kontakt mit dem zweiten Konstruktionselement der Konstruktionseinheit zu sein, wobei sich das Bindemittel in Form eines Gels oder eines Kitts darstellt, wobei das Bindemittel eine Zusammensetzung aufweist, die frei von Isocyanaten oder frei von reagierenden Isocyanaten ist,
    - Bereitstellen des zweiten Konstruktionselements,
    - In-Kontakt-bringen der mit dem Bindemittel versehenen Oberfläche des ersten Konstruktionselements mit mindestens einem Abschnitt einer Oberfläche des zweiten Konstruktionselements, sodass das Bindemittel mindestens teilweise zwischen dem ersten Konstruktionselement und dem zweiten Konstruktionselement angeordnet ist,
    - Zusammensetzen der beiden Konstruktionselemente unter Ausübung eines Drucks.
  2. Verfahren nach Anspruch 1, wobei die Kontaktoberfläche des ersten Konstruktionselements und/oder die Kontaktoberfläche des zweiten Konstruktionselements mindestens teilweise eben ist.
  3. Verfahren nach einem der Ansprüche 1 bis 2, wobei die Kontaktoberfläche, die dazu bestimmt ist, durch das Bindemittel des ersten Konstruktionselements bedeckt zu werden, und/oder die Kontaktoberfläche, die dazu bestimmt ist, durch das Bindemittel des zweiten Konstruktionselements bedeckt zu werden, mindestens teilweise erhaben (1a, 2a) ist.
  4. Verfahren nach einem der Ansprüche 1 bis 3, wobei das erste Konstruktionselement und/oder das zweite Konstruktionselement zellenförmig (6) ist.
  5. Verfahren nach einem der Ansprüche 1 bis 4, wobei das Auftragen des Bindemittels vorzugsweise anhand eines Behälters unter atmosphärischem Druck durchgeführt wird.
  6. Verfahren nach einem der Ansprüche 1 bis 5, wobei das Verfahren einen Schritt des Verlegens eines Zwischenelements (4) auf dem Bindemittel nach dem Auftragen des Bindemittels auf dem ersten Konstruktionselement umfasst.
  7. Verfahren nach einem der Ansprüche 1 bis 6, wobei ein erster Bindemittelstrang an einem ersten äußeren Längsrand des ersten Konstruktionselements positioniert werden kann,
    und ein zweiter Strang gegenüber dem ersten Strang an einem gegenüberliegenden äußeren Längsrand zum ersten Rand positioniert werden kann.
  8. Verfahren nach einem der Ansprüche 1 bis 7, wobei das Bindemittel ein nicht hydraulisches Nicht-Polyurethan-Bindemittel ist.
  9. Verfahren nach einem der Ansprüche 1 bis 7, wobei das Bindemittel ein Polyurethan ist.
EP17189483.5A 2016-09-05 2017-09-05 Montageverfahren einer konstuktionseinheit, und entsprechende konstruktionseinheit Active EP3290608B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1658220A FR3055636B1 (fr) 2016-09-05 2016-09-05 Procede de montage d’un ensemble de construction et ensemble de construction associe

Publications (2)

Publication Number Publication Date
EP3290608A1 EP3290608A1 (de) 2018-03-07
EP3290608B1 true EP3290608B1 (de) 2021-05-12

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EP (1) EP3290608B1 (de)
FR (1) FR3055636B1 (de)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5084542A (en) 1990-05-31 1992-01-28 E. I. Du Pont De Nemours And Company Epoxy/isocyanate crosslinked coatings containing 1,3-disubstituted imidazole-2-thione catalysts

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2323394A (en) * 1996-07-25 1998-09-23 John Sidney Shute Mortarless brick walls
US8516775B2 (en) * 2009-09-12 2013-08-27 Calmar Holdings Llc Masonry construction using single-component polyurethane foam and foam-core blocks

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5084542A (en) 1990-05-31 1992-01-28 E. I. Du Pont De Nemours And Company Epoxy/isocyanate crosslinked coatings containing 1,3-disubstituted imidazole-2-thione catalysts

Non-Patent Citations (7)

* Cited by examiner, † Cited by third party
Title
ANONYMOUS: "Directive (UE) 2017/164 de la commission", JOURNAL OFFICIEL DE !'UNION EUROPEENNE, no. L27/115, 1 February 2007 (2007-02-01), pages 1 - 6, XP093106595
ANONYMOUS: "Directive 2000/39/CE de la commission", JOURNAL OFFICIEL DES COMMUNAUTES EUROPEENNES, no. L142/47, 16 February 2000 (2000-02-16), pages 1 - 4, XP093106565
ANONYMOUS: "Directive 2006/15/CE de la commission ", JOURNAL OFFICIEL DE ['UNION EUROPEENNE, no. L38/36, 9 February 2006 (2006-02-09), pages 1 - 4, XP093106574
ANONYMOUS: "Directive 2009/161/UE de la commission ", JOURNAL OFFICIEL DE !'UNION EUROPEENNE, no. L338/87, 19 December 2009 (2009-12-19), pages 1 - 3, XP093106580
ANONYMOUS: "Directive de la commission ", JOURNAL OFFICIEL DES COMMUNAUTES EUROPEENNES, no. L177/22, 5 July 1991 (1991-07-05), pages 1 - 3, XP093106557
ANONYMOUS: "NF EN 1996-1-1 ", NORME EUROPEENNE, no. v4.4.3.7, 1 March 2006 (2006-03-01), pages 1 - 112, XP093106587
ANONYMOUS: "Preuves électroniques dans les procédures civiles et administratives", CONSEIL DE L'EUROPE, 1 January 2019 (2019-01-01), pages 1 - 34, XP093106547

Also Published As

Publication number Publication date
FR3055636B1 (fr) 2018-08-31
EP3290608A1 (de) 2018-03-07
FR3055636A1 (fr) 2018-03-09

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