EP3529426A1 - Système de construction de cloisons avec des profilés combinés à construction sèche et procédé de construction de cloisons - Google Patents
Système de construction de cloisons avec des profilés combinés à construction sèche et procédé de construction de cloisonsInfo
- Publication number
- EP3529426A1 EP3529426A1 EP17808748.2A EP17808748A EP3529426A1 EP 3529426 A1 EP3529426 A1 EP 3529426A1 EP 17808748 A EP17808748 A EP 17808748A EP 3529426 A1 EP3529426 A1 EP 3529426A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- drywall
- wall
- construction
- profile
- section
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 52
- 238000000034 method Methods 0.000 title claims abstract description 11
- 230000003068 static effect Effects 0.000 claims abstract description 43
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 239000002184 metal Substances 0.000 claims abstract description 21
- 239000002131 composite material Substances 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 10
- 239000011265 semifinished product Substances 0.000 claims description 4
- 238000012546 transfer Methods 0.000 claims description 3
- 230000002146 bilateral effect Effects 0.000 claims 1
- 239000000969 carrier Substances 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 238000012545 processing Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable 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
- E04B2/7453—Removable 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
- E04B2/7457—Removable 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 with wallboards attached to the outer faces of the posts, parallel to the partition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/7881—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially S - or Z - section; having a shape or cross-section adapted for gripping or overlapping panels by means of at least partially complementary shaped parallel elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
Definitions
- the invention relates to a wall system with drywall combination profiles and methods for wall construction for the construction of static load-bearing walls and ceilings for drywall houses.
- the main static loads of the house are taken up by the flush and arranged in the grid vertical wall posts made of composite profiles, which are each bordered at their end points in U-steel lightweight profiles and planked on both sides with construction panels. Between the profiles can be arranged ausfachende wall body.
- the composite effect of pressure-loaded uprights and the flat stiffening planking is significant because the building panels counteract the local buckling and buckling of the metal stand and the wall supports as stiffening the house construction.
- Drywall construction systems have long been known and standardized and are used primarily for static non-load-bearing or only self-supporting walls and also serve for planking of static load-bearing structures on houses.
- simple tools building boards can be screwed directly and by hand to the flat contact surfaces of the steel lightweight profiles with wall thicknesses of approx. 0.6 to 0.7 mm.
- the patent US 3 333 390 A of 1965 shows a thin-walled drywall profile of the same material thickness for planking with structural panels with two support sections on each side to increase the stability.
- the Plankungsebene is separated elastically from the support plane and yet both act together.
- Standard drywall profiles with about 0.6 mm sheet thickness allow a simple craft planking with structural panels on stud walls and ceiling beams, for receiving static loads of a house these lightweight drywall profiles are unsuitable.
- the stability in dry construction is indeed significantly increased, but it will be more costly installation technologies of planking necessary, which increase the construction costs, require specialists as a processor, do not allow own performance and thus reduce the acceptance by the builders.
- the object of the invention is to additionally provide drywall connection surfaces for structurally stable steel sheet profiles for a simple paneling with construction panels, which enable manual assembly on the construction site and the "static shell construction” units from the Drywall "separates technologically and temporally.
- the stability or at least the mounting security of these walls should also without
- the drywall composite profile made of galvanized sheet steel with its two functional sections stands for high stability and easy processing.
- the thick-walled or folded profile section with the two straps and the web thus fulfills primarily the static function of the
- Wall stand while the thin-walled profile section with about 0.6 mm thickness can be covered with standard lanyards.
- the stability of the drywall can be adapted to the requirements.
- the static determination of thick-walled steel profiles allows a recognized dimensioning of structures and saves in contrast to complex single tests of multiply or nested very thin-walled
- the thin-walled straps of the drywall profiles are folded in a meandering or multi-layered manner, or semi-finished products are made of different shapes
- Sheet steel thicknesses and possibly steel grades used in profile production Although semi-finished sheet metal strips of different thicknesses within the strip are theoretically known as tailor-welded coil or roll-rolled coils for roll forming, they are virtually unavailable.
- the longitudinally welded sheet-metal strip have a sheet thickness of 0.6 mm and the usual yield strength for the drywall contact surface and 1, 6 mm sheet thickness with particularly high yield strength for the static profile section.
- the "gap profiling" production method can also split the cross-section of a thick sheet on the narrow sides into sub-areas of different thicknesses.Thus a steel sheet web can be split into two unequal thickness drywall abutment surfaces and then folded.
- the non-specialized processor is given the opportunity to attach even with simple fasteners such as screws, any planking from the inside of the room on the outside of the stand and this type of attachment meets the highest design requirements.
- the combination profiles according to the invention provide connections both for stable outer skins, intermediate plates and decoupled
- the drywall wall system according to the invention with the combination profile simplifies the processing of static drywall construction systems and opens up the internship
- FIG. 1 The exemplary embodiment shows horizontal cross sections through a
- Dry wall with three different drywall combination profiles (1) which are vertically adjusted and anchored as wall stands in horizontal U-shaped and U-shaped head profiles.
- the outer building board (4) serves primarily the structural wall reinforcement and consists of an OSB board coated with insulation material and is part of a wall body (5), which is bolted from the inside to the static section (2) of the drywall combination profiles (1).
- the wall body (5) with the dimensions of about 60 cm x 250 cm and circumferential tongue and groove system are assembled in the horizontal offset profile across and bolted to the static sections (2) of the inside wall. In the zone of the floor slab a wall body (5) overlaps both the uprights of the lower and the upper floor.
- the outer insulating layer also serves as a plaster carrier for the facade.
- FIG. 1a In the structural section (2), the drywall combination profile is a modified Z profile made of sheet steel with room-side folding with the thickness of 1.6 mm and with a drywall contact surface (8) additionally formed as a planking on the room side Section (3) made of 0.65 mm thick sheet steel.
- the folding of the static profile section stabilizes the belt and reduces the profile width.
- the semi-finished sheet metal strip is a longitudinally welded sheet metal strip of different thickness (tailor-welded coil), wherein the static section has a yield strength of about 600 N / mm 2 .
- the outer drywall contact surface is consistently provided with a perforated pattern in the static section of the combination profile (1) so that the screw connections to the wall bodies (5) can be made from inside at selected perforations. All perforations can be reached uncritically with hand tools.
- the composite profile of FIG. 1b is in the structural section (2) a Z profile made of sheet steel having the thickness of 2.5 mm, which is connected in a form-fitting manner to a storey-high separate thin-walled drywall profile as a paneling section (3). Bent-out local tabs of the thin-walled profile engage in suitable cutouts of the Z-profile web and are hooked therein.
- the hooking of the planking section (3) takes place because of the accessibility only after the attachment of the outer stiffening planking (4) on the static profile. Especially with large differences in thickness of the two composite profile sections separate profile parts are necessary for manufacturing requirements.
- a facade support strip (12) is applied perpendicular to the static profile (2) and fastened from the inside.
- This is a high-strength insulating strip, which absorbs the facade forces in the grid spacing of the wall stand and introduces them into the static drywall combination profile.
- Primarily suspended facades are based on it and can also be attached to it.
- FIG. 2 shows the cross-section of a drywall combination profile for ceilings or roofs without the two-sided planking.
- the thin-walled Beplankungs sections (3) are each formed only on the lower chords or structural sections and belong to the same sheet metal semi-finished products of the composite profile.
- Planking section (3) is located in the wall plane parallel to the static section (2) of the single composite profile and in a parallel offset drywall contact surface.
- FIG. 3 The illustrated cross sections of the combination profiles (1) are shown without skins and consist of profile belt sections with different material thicknesses.
- the combination profile of Figure 3a with the respective different thickness sections (2) and (3) of only one steel strip semi-finished roll profiled, the thin-walled sections are formed by additional rolling (tailor-rolled coil) or its sections by welding
- the double-sided thin-walled edge zones (3) are 0.65 mm thick and the static-bearing C-section section (2) is 1.6 mm thick.
- the contact surfaces of the drywall planking for both profile sections are located on both sides in the same wall level, so that a problem-free connection with the U-foot and U-head profiles is given. For sound-technical considerations out only the planking sections (3) can lie in a staggered wall plane.
- FIG. 3b The dry construction combination profile (1) with a static double-T structure has only one molded thin-walled planking section (3) as part of the drywall contact surface (8) of a belt side.
- FIG. 3c shows a drywall combination profile (1) with in each case two-sided drywall connection surfaces of different thickness, which is produced by the production method gap profiling.
- this sheet metal forming process is a z. B. 3 mm thick sheet steel strip on the two sides split into a 2.3 mm (2) and a 0.7 mm thick sheet metal section (3), the split sheet metal halves were then profiled.
- FIG. 4a shows a C-like profile with connecting surfaces (3), which are thin-walled on both sides, on the edge zones of the straps.
- the straps are meandering and tightly folded to increase the steel content in this zone and thus the load capacity of the static section (2) of the composite profile (1) for the same material thickness significantly.
- the thin-walled and beaded profile web is sufficient.
- the profile height is 125 mm in cross section and the meander height is approx. 25 mm.
- the folded meandering sections adapt to uneven conditions with particularly low tension.
- the composite profile (1) of Figure 4b with meandering folded straps (2) and each central planking section (3) is particularly kink resistant as a hollow profile and is particularly suitable for load-bearing interior walls. It can be planked on all four exterior surfaces. In production, the free profile flanks are welded or two halves are joined.
- the combination profile (1) of FIG. 4c has material concentrations on the statically supporting straps due to blocked multiple layers of a sheet metal strip parallel to the drywall contact surface, in order to function as static section (2) of the combination profile.
- the planking sections (3) for facilitated building board assembly are located immediately to the side next to it, possibly in a different wall plane.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Building Environments (AREA)
Abstract
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL17808748T PL3529426T3 (pl) | 2016-10-17 | 2017-10-17 | System konstrukcji ścian z profilami kombinowanymi do suchej zabudowy i sposób konstrukcji ścian |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102016012397 | 2016-10-17 | ||
PCT/DE2017/000345 WO2018072771A1 (fr) | 2016-10-17 | 2017-10-17 | Système de construction de cloisons avec des profilés combinés à construction sèche et procédé de construction de cloisons |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3529426A1 true EP3529426A1 (fr) | 2019-08-28 |
EP3529426B1 EP3529426B1 (fr) | 2021-02-24 |
Family
ID=60574322
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17808748.2A Active EP3529426B1 (fr) | 2016-10-17 | 2017-10-17 | Système de construction de cloisons avec des profilés combinés à construction sèche et procédé de construction de cloisons |
Country Status (4)
Country | Link |
---|---|
US (1) | US10865561B2 (fr) |
EP (1) | EP3529426B1 (fr) |
PL (1) | PL3529426T3 (fr) |
WO (1) | WO2018072771A1 (fr) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019091540A1 (fr) * | 2017-11-13 | 2019-05-16 | Knauf Gips Kg | Profilé et ensemble d'éléments de construction permettant d'agencer un élément pour une construction de cloison sèche, et cloison sèche formée grâce à ces derniers |
MX2021001197A (es) * | 2018-08-02 | 2021-04-12 | Knauf Gips Kg | Montante para una construccion de pared. |
RU209635U1 (ru) * | 2021-10-12 | 2022-03-17 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Нижегородский государственный архитектурно-строительный университет" (ННГАСУ) | Звукоизолирующее ограждение |
Family Cites Families (42)
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US2085829A (en) * | 1935-05-08 | 1937-07-06 | Harry E Rogers | Method of making beams |
US2141919A (en) * | 1937-07-31 | 1938-12-27 | Kotrbaty Guy Felix | Building construction |
US2166096A (en) * | 1937-08-06 | 1939-07-11 | Kotrbaty Guy Felix | Building construction |
GB504405A (en) * | 1937-11-03 | 1939-04-25 | Frederick John Weakley | Improvements relating to welded construction |
US2664179A (en) * | 1949-04-27 | 1953-12-29 | Jacob M Gwynne | Nailable metal structural member |
GB1068761A (en) * | 1963-02-22 | 1967-05-17 | William Henry Willatts | Improvements in or relating to beams and building structures or components |
US3333390A (en) | 1965-04-09 | 1967-08-01 | George V Banning | Metallic stud for resilient wall construction |
LU54975A1 (fr) | 1967-11-28 | 1969-03-20 | ||
AU5340273A (en) | 1972-03-16 | 1974-09-19 | Ahjay Pty Ltd | Fixing means |
US4152878A (en) * | 1977-06-03 | 1979-05-08 | United States Gypsum Company | Stud for forming fire-rated wall and structure formed therewith |
US4152873A (en) * | 1977-09-14 | 1979-05-08 | National Gypsum Company | Bonded two piece metal stud |
US4233833A (en) * | 1978-06-05 | 1980-11-18 | United States Gypsum Company | Method for stretching sheet metal and structural members formed therefrom |
FI71810C (fi) * | 1982-05-12 | 1987-02-09 | Ulf Gauffin | Baerelement. |
SE445240B (sv) | 1982-06-08 | 1986-06-09 | Arne Thuresson | Infestnings- och forsterkningsanordning i en u-formad veggregel |
SE442651B (sv) * | 1982-11-05 | 1986-01-20 | Samuelsson Bjoern | Anordning vid ytbildande skiva |
DE3346171C2 (de) * | 1983-12-21 | 1986-08-07 | Profil-Vertrieb Gmbh, 7560 Gaggenau | Als Leichtbauprofil ausgebildete Profilleiste, insbesondere Deckentrageprofil |
US4881355A (en) * | 1986-03-12 | 1989-11-21 | Usg Interiors, Inc. | Cold roll-formed structures and method and apparatus for producing same |
US4969346A (en) * | 1986-03-12 | 1990-11-13 | Usg Interiors, Inc. | Apparatus for producing cold roll-formed structures |
FR2631057B1 (fr) * | 1988-05-05 | 1992-04-03 | Profilcometube Gie | Profil support d'une paroi, et notamment d'une paroi exterieure de batiment telle une couverture ou un bardage |
JPH07106394B2 (ja) * | 1989-05-17 | 1995-11-15 | 東洋製罐株式会社 | 絞りしごき缶の製造方法 |
US5596859A (en) * | 1994-09-20 | 1997-01-28 | Horton; Jim W. | Metal wall stud |
EP0888483A1 (fr) * | 1996-03-22 | 1999-01-07 | John Allan Trenerry | Elements d'ossature allonges |
IT1289416B1 (it) * | 1996-07-31 | 1998-10-02 | Sis Co Srl | Sistema costruttivo per la realizzazione di coperture per grandi luci, con orditura costituita da arcarecci in lamiera sagomata |
US20050081477A1 (en) * | 2002-05-10 | 2005-04-21 | David St. Quinton | Structural element |
DE10323693B3 (de) * | 2003-05-22 | 2004-09-09 | Muhr Und Bender Kg | Blechelemente aus flexibel gewalztem Bandmaterial |
CA2537521C (fr) * | 2006-02-23 | 2013-04-16 | Van-Rob Inc. | Procede de formage d'une tole d'epaisseur variable selon la forme voulue |
DE102006021556A1 (de) * | 2006-05-08 | 2007-07-26 | Richter-System Gmbh & Co Kg | Befestigungselement für Bauelemente des Trockenbaus und ein Verfahren zur Herstellung eines solchen Befestigungselements |
CA2756354C (fr) * | 2006-05-18 | 2012-10-09 | Sur-Stud Structural Technology Inc. | Element structurel en acier leger et son procede de fabrication |
WO2008066640A1 (fr) * | 2006-11-22 | 2008-06-05 | Shiloh Industries, Inc. | Elément d'encadrement métallique |
DE102007047875A1 (de) * | 2007-11-28 | 2009-06-04 | Hilti Aktiengesellschaft | Profil |
WO2010008296A1 (fr) * | 2008-07-02 | 2010-01-21 | Europrofil As | Système d'ossature murale pour bâtiments |
US8056303B2 (en) * | 2009-05-06 | 2011-11-15 | Frobosilo Raymond C | Non load-bearing metal wall stud having increased strength |
DE102009032423B4 (de) | 2009-07-09 | 2016-06-02 | Voestalpine Krems Finaltechnik Gmbh | Horizontalregalträger, der zum horizontalen Einbau in ein Regal ausgelegt ist, und Verfahren zur Herstellung eines solchen Horizontalregalträgers |
US8601763B2 (en) * | 2009-08-23 | 2013-12-10 | Thuan Bui | Fastener for lightweight concrete panel and panel assembly |
DE102010016474A1 (de) * | 2010-04-16 | 2011-10-20 | Thyssenkrupp Steel Europe Ag | Trägerelement für ein Kraftfahrzeug |
DE102011009890A1 (de) * | 2011-01-31 | 2012-08-02 | Benteler Automobiltechnik Gmbh | Verfahren zum Herstellen von Blechbauteilen und Umformwerkzeug |
DE102011051345A1 (de) * | 2011-06-27 | 2012-12-27 | Muhr Und Bender Kg | Verfahren und Vorrichtung zum Herstellen von Platinen mit unterschiedlichen Dicken |
US9027309B2 (en) * | 2012-01-09 | 2015-05-12 | Consolidated Metal Products, Inc. | Welded hot-rolled high-strength steel structural members and methods |
EP3068959B1 (fr) * | 2013-11-15 | 2020-04-01 | Knauf Gips KG | Élément profilé permettant de supporter au moins une cloison murale, en particulier au moins une cloison sèche en placoplâtre et méthode de produire cet élément profilé |
WO2015070919A1 (fr) * | 2013-11-15 | 2015-05-21 | Knauf Gips Kg | Procédé pour produire un élément de profilé renforcé |
DE102014110320B4 (de) * | 2014-07-22 | 2016-11-24 | Benteler Automobiltechnik Gmbh | Verfahren zur Herstellung eines Leichtmetall Blechbauteils |
RS61365B1 (sr) * | 2014-09-05 | 2021-02-26 | Hadley Industries Overseas Holdings Ltd | Profili |
-
2017
- 2017-10-17 PL PL17808748T patent/PL3529426T3/pl unknown
- 2017-10-17 US US16/342,729 patent/US10865561B2/en active Active
- 2017-10-17 WO PCT/DE2017/000345 patent/WO2018072771A1/fr unknown
- 2017-10-17 EP EP17808748.2A patent/EP3529426B1/fr active Active
Also Published As
Publication number | Publication date |
---|---|
US20200048901A1 (en) | 2020-02-13 |
EP3529426B1 (fr) | 2021-02-24 |
PL3529426T3 (pl) | 2021-11-02 |
WO2018072771A1 (fr) | 2018-04-26 |
US10865561B2 (en) | 2020-12-15 |
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