EP2525016A1 - Außenwand eines Gebäudes aus dichter Mineralwolle - Google Patents

Außenwand eines Gebäudes aus dichter Mineralwolle Download PDF

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Publication number
EP2525016A1
EP2525016A1 EP12168276A EP12168276A EP2525016A1 EP 2525016 A1 EP2525016 A1 EP 2525016A1 EP 12168276 A EP12168276 A EP 12168276A EP 12168276 A EP12168276 A EP 12168276A EP 2525016 A1 EP2525016 A1 EP 2525016A1
Authority
EP
European Patent Office
Prior art keywords
wall
mineral wool
panel
wall according
grid
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
EP12168276A
Other languages
English (en)
French (fr)
Other versions
EP2525016B1 (de
Inventor
Jean-Philippe Ndobo-Epoy
Patrik Andersson
Samuel Solarski
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.)
Saint Gobain Isover SA France
Original Assignee
Saint Gobain Isover SA France
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 Saint Gobain Isover SA France filed Critical Saint Gobain Isover SA France
Priority to SI201230774A priority Critical patent/SI2525016T1/sl
Priority to PL12168276T priority patent/PL2525016T3/pl
Publication of EP2525016A1 publication Critical patent/EP2525016A1/de
Application granted granted Critical
Publication of EP2525016B1 publication Critical patent/EP2525016B1/de
Priority to HRP20161507TT priority patent/HRP20161507T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
    • E04F13/04—Bases for plaster
    • E04F13/047—Plaster carrying meshes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E04B1/7629—Details of the mechanical connection of the insulation to the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
    • E04F13/04—Bases for plaster
    • E04F13/045—Means for fastening plaster-bases to a supporting structure

Definitions

  • the present invention relates to a building exterior wall of the coated finish type.
  • exterior facades are insulated with lightweight and flexible mineral wool (eg to facilitate the passage of cables or pipes, or to avoid having to repair the wall), no coating can be applied directly to the wool.
  • a plaster support plate is necessary.
  • bracing panel In wood frame houses, the wool is placed between rafters, and an exterior panel is added to ensure the mechanical stability of the house (called “bracing panel”).
  • This panel can be wood (OSB - Oriented Strand Board) or fiber cement.
  • cement plates for example of the type marketed under the trademark Aquaroc® by the company Gyproc
  • plaster for example of the type marketed under the trademark Aquaroc® by the company Gyproc
  • the inventors have sought to use in a safe and sustainable manner a conventional non-elastic cementitious coating, either on inexpensive cement plates having a large dimensional variation with moisture (up to 2.5 mm / m), or on plates attached to a wooden frame that can move with moisture.
  • an outer building wall comprising a mineral wool panel with a density of at least 40 kg / m 3 covered with a three-dimensional grid structure, such as plaster support, grid maintained by fasteners through the mineral wool.
  • a three-dimensional grid structure can be composed of a three-dimensional grid or a two-dimensional grid and a set of spacers in a third dimension.
  • the mineral wool interposed between the coating on the one hand and the structure of the building on the other, such as load-bearing structure in wood frame or support structure of OSB slabs or cement fibers, all likely to deform depending on atmospheric conditions, is sufficiently elastic to withstand all dimensional variations.
  • the mineral wool has no dimensional variation with water or with thermal shocks; it therefore becomes unnecessary to treat the joints, which saves time on site.
  • the mineral wool is light: conventional dense panels of 15mm thick have an approximate density of 2 to 3 kg / m 2 against 13kg / m 2 for cement plates.
  • the insulating nature of wool protects the building structure, including support plates (OSB, cement %) and improves their durability.
  • the interface between the constituent mortar of the coating and the insulation has a bond between the two materials.
  • An insulating material other than mineral wool eg foams
  • foams have significantly higher shear strengths than wool (50kPa for expanded polystyrene versus 1kPa for uncreped mineral wool), means higher mortar / mortar interface stresses for foams.
  • the mortar can move freely without shear stress of the support, which greatly reduces the risk of cracking. Ditto for the frame that can move without causing stress in the wool, so in the coating.
  • the low shear strength value of wool (1kPa) is nevertheless significantly higher than the shear due to the weight of the heavier coatings (0.5kPa), which entails no risk.
  • Uncrimped wool nevertheless has the disadvantage of having a very low tensile strength ( ⁇ 1kPa), so it is not recommended to directly apply a coating without risk of delamination in the event of high winds.
  • a three-dimensional grid structure is disposed on the wool, through which it is attached to the underlying structure; it can preferably be fixed also to the wool.
  • This grid structure comprises a grid including glass, metal or other material resistant to the coating.
  • the structure of the grid allows a simple and fast application of the coating.
  • the three-dimensional glass grid comprises corrugated weft and / or warp yarns, that is to say a yarn follows a curved shape for example in the form of "C” or "S” type, in particular sinusoidal, between the crossing points with two successive threads of the woven network, respectively weft or warp. Its thickness is advantageously at least about 5 mm. His son is partly or almost all of fiberglass. It is coated with polyvinyl resin, epoxy, polyester, styrene latex or acrylic, or coating resistant equivalent.
  • the three-dimensional glass grid is replaced by a two-dimensional grid, generally alkali-resistant metal, associated with spacers that keep the grid spaced from the mineral wool by a distance of approximately 5 mm.
  • the metal grid is also maintained by fasteners passing through the mineral wool, which can anchor in the underlying structure, load-bearing structure of the building and / or support structure plaster.
  • the glass grid is preferred, because lighter, without risk of corrosion or injury during cutting and laying.
  • the thickness of the mineral wool panel is preferably at most 25, particularly preferably 20 mm, and at least 5 mm.
  • the mineral wool panel acts as a resilient layer capable of accommodating the relative movements of the components of the wall.
  • the wall comprises a bracing panel such as a wood panel, including OSB, or fiber cement, attached to a wall or a frame forming part of the wall.
  • the framework is here made of metal, wood, composite such as polymer material with reinforcing, fireproofing or other charges, for ventilated facade; it can be the amounts of a wood frame building.
  • the mineral wool panel and the grid are then preferably fixed by separate or identical means on the bracing panel.
  • These fastening means are conventional, screw type, shapes and dimensions adapted.
  • the grid as well as possibly the mineral wool panel, can (advantageously) be fixed (e) (s), by separate or identical means, on a wall or a frame forming part of the wall .
  • These fixing means may be associated with pegs in a wall in particular. They can be the sole attachment of the glass grid and / or the dense mineral wool panel to the wall, or add to their attachment to the bracing panel, so as to strengthen the mechanical strength of the assembly.
  • Finally can be used unique means of attachment of the glass grid and the mineral wool panel on the wall or the frame, and on the bracing panel.
  • the density of the mineral wool panel is preferably between 80 and 200 kg / m 3 .
  • the density of the mineral wool panel is at least 120, preferably 160 and particularly preferably 200 kg / m 3 , and the mineral wool panel is fixed on a wall or frame forming part of the wall.
  • the dense mineral wool panel can then be the only bracing panel on the building exterior wall.
  • a means is provided for replacing the heavy and dimensionally variable cement plates with very dense glass wool plates and anchoring the grid in a wall or framework.
  • the coating stiffens the surface. This method saves a step in the installation (saving time on site).
  • cement slabs present a risk of moisture management because the diffusion with water vapor is very low.
  • mineral wools are 100 to 150 times more breathable than cement slabs, which reduces the risk of problems in case of water infiltration in the unventilated facade. It is therefore possible to associate these sheets of dense wool with an outer insulation light wool, without having to ensure ventilation, for example with fasteners such as those described in the patent application EP2 194,209 .
  • the density of said mineral wool panel is then preferably at most 300 kg / m 3 .
  • the plaster support grid is then preferably fixed on a wall or a frame forming part of the wall, by fastening means identical to or different from those of the dense mineral wool panel.
  • the wood frame of a house comprises wooden uprights 6 between which is maintained a glass wool 16 of thermal and acoustic insulation, relatively low density ( ⁇ 55kg / m3).
  • the uprights 6 and the low-density glass wool 16 are covered with a bracing panel 4 capable of providing the mechanical strength required for assembly, both in tension (horizontal load, stresses resulting from the wind in particular). in shear (vertical load, weight of the constituents of the wall).
  • a bracing panel 4 capable of providing the mechanical strength required for assembly, both in tension (horizontal load, stresses resulting from the wind in particular). in shear (vertical load, weight of the constituents of the wall).
  • It is an OSB board (Oriented Strand Board) covered with a rain screen (liquid water-tight by means of, for example, a film of suitable breathable polymer material) or a plate made of it. fiber cement.
  • the bracing panel 4 is covered with a 15 mm thick thick glass wool panel 1, then with a layer of plaster 3 10 mm thick formed in a three-dimensional glass grid 2 which constitutes a support.
  • the three-dimensional glass grid 2 is in accordance with the teaching of the patent application US 2010/0000665 . It comprises weft yarns (respectively warp) corrugated between two successive warp (respectively weft), especially in a form of type "C" or "S” between these two son. This corrugation defines a thickness of at least 5 mm. His sons are made of glass fibers. It is coated with poly (vinyl chloride) resin, resistant to the coating. The three-dimensional glass grid 2 is in the middle of the coating 3, which is in adhesion vis-à-vis the panel of dense glass wool 1.
  • the four components 4, 1, 2 and 3 of this set are fixed to each other by screws 7, and the bracing panel 4 to the uprights 6 by screws 9.
  • This figure shows schematically that the glass wool panel Density 1 is able, by its compressibility, to compensate for the moisture swelling deformation of the bracing panel 4, thereby avoiding the formation of cracks or any irregularity on the surface of the wall.
  • the same deformation could as well have been represented in a structure strictly identical to that of the figure 1 .
  • the bracing board 4 of the figure 3 is represented without deformation. Moreover, the wall differs here from that of the figure 2 by fixing the bracing panel 4 on a brick wall 5, and no longer on wooden rafters.
  • the bracing panel 4 is screwed by screws 18 into piles 20 integral with the wall 5. Is represented here the renovation and / or the insulation lining by the outside of the wall 5.
  • the construction of the figure 4 differs from that of figure 5 by the arrangement, between the relatively sparse glass wool 16 and the bracing panel 4, of ventilated air thickness 17.
  • This arrangement requires the adaptation of the attachment of the bracing panel 4 on the wall 5 by means of brackets 10 fixed in the wall by screws and dowels not shown, on which are fixed wooden rafters 11 holding the glass wool 16, the rafters 11 being themselves fixed to the bracing panel 4 by screws 12.
  • the panel of dense glass wool 1 takes the place of single bracing panel.
  • the density of the panel 1 is between 200 and 300 kg / m 3 .
  • the dense glass wool panel 1, the three-dimensional glass grid 2 and the coating 3 are fixed to each other by auxiliary fixing means 13 such as screws. They are moreover fixed together to the wall 5 by the same fastening screws 8 in piles 20 integral with the wall 5.
  • the piles 20 pass through the thin glass wool 16 and a superficial portion of the wall 5. No ventilated air thickness is planned.
  • the coating 3 used here can be chosen with a certain breathability vis-à-vis the moisture likely to be exchanged from the inside of the building to the outside, and the opposite with the seasons, thus putting benefit the same breathability property of glass wool 16 and 1.
  • the construction of the figure 6 differs from that of figure 5 by arranging a ventilated air thickness 17 between the low density wool 16 and the dense wool 1.
  • This arrangement required the adaptation of the fixing of the dense glass wool panel 1 to the wall 5, in a comparable manner to the adaptation shown in figure 4 .
  • the dense glass wool panel 1, the three-dimensional glass grid 2 (and therefore the coating 3) are here fixed together on the rafters 11 by single fastening means 14, such as screws.
  • FIGS. 7 and 8 are partial schematic representations of the second main embodiment of the outer wall of the invention, wherein the dense glass wool panel 1, the three-dimensional glass grid 2 and the plaster 3 are fixed together on the wooden rafters 11 (60 mm X 80 mm) of the frame of a ventilated facade, by means of single screws with movable heads 15.
  • the mobility of the heads can be easily obtained by combining a conventional screw and a stainless steel washer 19.
  • the thickness rafters 11 describes a volume of ventilated air 17.
  • the rafters 11 are fixed on a masonry wall not shown by means of unrepresented metal tabs (in the manner of the embodiments shown in FIGS. figures 4 and 6 ).
  • the rafters 11 are deformed ( figure 8 ). This deformation is compensated by the moving heads of the screws 15 and the deformation of the dense glass wool panel 1, so that no visible damage can be observed on the surface of the coating 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
EP12168276.9A 2011-05-19 2012-05-16 Außenwand eines Gebäudes aus dichter Mineralwolle Active EP2525016B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SI201230774A SI2525016T1 (sl) 2011-05-19 2012-05-16 Zunanja stena zgradbe iz goste mineralne volne
PL12168276T PL2525016T3 (pl) 2011-05-19 2012-05-16 Zewnętrzna przegroda budynku wykonana z gęstej wełny mineralnej
HRP20161507TT HRP20161507T1 (hr) 2011-05-19 2016-11-15 Vanjski zid građevine načinjen od guste kamene vune

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1154363A FR2975417B1 (fr) 2011-05-19 2011-05-19 Paroi exterieure de batiment en laine minerale dense

Publications (2)

Publication Number Publication Date
EP2525016A1 true EP2525016A1 (de) 2012-11-21
EP2525016B1 EP2525016B1 (de) 2016-08-24

Family

ID=46046043

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12168276.9A Active EP2525016B1 (de) 2011-05-19 2012-05-16 Außenwand eines Gebäudes aus dichter Mineralwolle

Country Status (10)

Country Link
EP (1) EP2525016B1 (de)
DK (1) DK2525016T3 (de)
ES (1) ES2603155T3 (de)
FR (1) FR2975417B1 (de)
HR (1) HRP20161507T1 (de)
HU (1) HUE029739T2 (de)
LT (1) LT2525016T (de)
PL (1) PL2525016T3 (de)
PT (1) PT2525016T (de)
SI (1) SI2525016T1 (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104196192A (zh) * 2014-09-17 2014-12-10 国家电网公司 建筑外墙a级防火保温装饰一体组合挂板
CN107718265A (zh) * 2016-08-11 2018-02-23 南通奥王节能建筑材料科技发展有限公司 一种吸音一体板及其制备方法
FR3107504A1 (fr) * 2020-02-26 2021-08-27 Saint-Gobain Isover Element de fixation d’un moyen de fixation d’un element de construction destine a un navire
CN113585647A (zh) * 2021-08-23 2021-11-02 湖北欧宅新材料科技有限公司 一种易于拼装的竹木纤维集成墙板
FR3111148A1 (fr) * 2020-06-03 2021-12-10 Vinci Construction France Panneau de rénovation thermique, ensemble et procédé pour sa mise en œuvre

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3218700A1 (de) * 1982-05-18 1983-11-24 Promat Gesellschaft für moderne Werkstoffe mbH, 4000 Düsseldorf Feuerschutzverkleidung fuer bauteile
EP0286370A2 (de) * 1987-04-06 1988-10-12 698315 ONTARIO LTD. carrying on business as CONSTRUMAT RESEARCH & DEVELOPMENT Armierte Zementplatte
FR2769033A1 (fr) 1997-10-01 1999-04-02 Jean Claude Maitre Procede de realisation d'ouvrages en beton et lattis metalliques pour sa mise en oeuvre
DE29901016U1 (de) * 1999-01-22 2000-06-29 Wiehofsky Fritz Bauelement mit Stützgitter
DE10008748A1 (de) * 1999-02-25 2000-08-31 Dirk Hafeneger Naturdämmfassade
EP1408168A1 (de) * 2002-10-11 2004-04-14 Saint Gobain Isover G+H Aktiengesellschaft Wärmedämm-Verbundsystem sowie hiermit ausgestattetes Gebäude
WO2005060691A2 (en) 2003-12-19 2005-07-07 Degussa Wall Systems, Inc. An exterior finishing system and building wall containing a corrosion-resistant enhanced thickness fabric and method of constructing same
WO2009006441A2 (en) * 2007-06-28 2009-01-08 Spiderlath, Inc. Lath support system
US20100000665A1 (en) 2003-12-19 2010-01-07 Newton Mark J Enhanced Thickness Fabric and Method of Making Same
EP2180104A1 (de) * 2008-10-21 2010-04-28 Rockwool International A/S Fassadenisolierungssystem
EP2194209A2 (de) 2008-12-04 2010-06-09 insu-fast GmbH Montagevorrichtung zur beabstandeten Montage von Fassadenplatten und Fassadensystemen

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3218700A1 (de) * 1982-05-18 1983-11-24 Promat Gesellschaft für moderne Werkstoffe mbH, 4000 Düsseldorf Feuerschutzverkleidung fuer bauteile
EP0286370A2 (de) * 1987-04-06 1988-10-12 698315 ONTARIO LTD. carrying on business as CONSTRUMAT RESEARCH & DEVELOPMENT Armierte Zementplatte
FR2769033A1 (fr) 1997-10-01 1999-04-02 Jean Claude Maitre Procede de realisation d'ouvrages en beton et lattis metalliques pour sa mise en oeuvre
DE29901016U1 (de) * 1999-01-22 2000-06-29 Wiehofsky Fritz Bauelement mit Stützgitter
DE10008748A1 (de) * 1999-02-25 2000-08-31 Dirk Hafeneger Naturdämmfassade
EP1408168A1 (de) * 2002-10-11 2004-04-14 Saint Gobain Isover G+H Aktiengesellschaft Wärmedämm-Verbundsystem sowie hiermit ausgestattetes Gebäude
WO2005060691A2 (en) 2003-12-19 2005-07-07 Degussa Wall Systems, Inc. An exterior finishing system and building wall containing a corrosion-resistant enhanced thickness fabric and method of constructing same
US20100000665A1 (en) 2003-12-19 2010-01-07 Newton Mark J Enhanced Thickness Fabric and Method of Making Same
WO2009006441A2 (en) * 2007-06-28 2009-01-08 Spiderlath, Inc. Lath support system
EP2180104A1 (de) * 2008-10-21 2010-04-28 Rockwool International A/S Fassadenisolierungssystem
EP2194209A2 (de) 2008-12-04 2010-06-09 insu-fast GmbH Montagevorrichtung zur beabstandeten Montage von Fassadenplatten und Fassadensystemen

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104196192A (zh) * 2014-09-17 2014-12-10 国家电网公司 建筑外墙a级防火保温装饰一体组合挂板
CN107718265A (zh) * 2016-08-11 2018-02-23 南通奥王节能建筑材料科技发展有限公司 一种吸音一体板及其制备方法
FR3107504A1 (fr) * 2020-02-26 2021-08-27 Saint-Gobain Isover Element de fixation d’un moyen de fixation d’un element de construction destine a un navire
EP3871969A1 (de) * 2020-02-26 2021-09-01 Saint-Gobain Isover Element zur befestigung eines befestigungsmittels eines bauelements, das für ein schiff bestimmt ist
FR3111148A1 (fr) * 2020-06-03 2021-12-10 Vinci Construction France Panneau de rénovation thermique, ensemble et procédé pour sa mise en œuvre
GB2599987A (en) * 2020-06-03 2022-04-20 Vinci Construction France Thermal renovation panel, assembly and method for execution thereof
GB2599987B (en) * 2020-06-03 2024-01-03 Vinci Construction France Thermal renovation panel, assembly and method for execution thereof
CN113585647A (zh) * 2021-08-23 2021-11-02 湖北欧宅新材料科技有限公司 一种易于拼装的竹木纤维集成墙板
CN113585647B (zh) * 2021-08-23 2023-07-07 湖北欧宅新材料科技有限公司 一种易于拼装的竹木纤维集成墙板

Also Published As

Publication number Publication date
SI2525016T1 (sl) 2016-12-30
DK2525016T3 (en) 2016-12-05
FR2975417A1 (fr) 2012-11-23
PL2525016T3 (pl) 2017-06-30
FR2975417B1 (fr) 2013-05-10
HUE029739T2 (en) 2017-04-28
ES2603155T3 (es) 2017-02-23
PT2525016T (pt) 2016-11-21
LT2525016T (lt) 2016-11-10
EP2525016B1 (de) 2016-08-24
HRP20161507T1 (hr) 2016-12-16

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