EP3428359B1 - Fastening bracket for a facade insulation system and facade insulation system comprising such a fastening bracket - Google Patents
Fastening bracket for a facade insulation system and facade insulation system comprising such a fastening bracket Download PDFInfo
- Publication number
- EP3428359B1 EP3428359B1 EP18181807.1A EP18181807A EP3428359B1 EP 3428359 B1 EP3428359 B1 EP 3428359B1 EP 18181807 A EP18181807 A EP 18181807A EP 3428359 B1 EP3428359 B1 EP 3428359B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- fastening
- building
- leg
- fastening bracket
- external wall
- 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.)
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Links
- 238000009413 insulation Methods 0.000 title claims description 20
- 210000002414 leg Anatomy 0.000 description 47
- 239000002023 wood Substances 0.000 description 9
- 229920002522 Wood fibre Polymers 0.000 description 8
- 239000002025 wood fiber Substances 0.000 description 8
- 239000002184 metal Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241001669679 Eleotris Species 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000001404 mediated effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002557 mineral fiber Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 210000000689 upper leg Anatomy 0.000 description 1
Images
Classifications
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- 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
- 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
-
- 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
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
Definitions
- the present invention relates to a mounting bracket for mounting posts of an insulating facade that can be mounted in front of an outer wall of a building. Such building exterior walls sometimes have insufficient thermal insulation. There are several ways to improve this thermal insulation.
- the outer wall of the building can be covered with insulating boards - usually made of polystyrene or mineral fiber - and plastered. It is also possible to enclose insulation between the outer wall of the building and the clinker facing wall in front of it. Finally, it is known to fasten horizontally or vertically extending support slats, preferably made of wood, directly to the outside wall of the building and to fill the compartments between the support slats with an insulating material - using a blow-in method or as a clamping felt; from the outside, the framework is closed by a cladding made of wood, wood-based materials, slate or other materials.
- the present invention relates in particular to an insulating facade that can be mounted in front of an outer wall of a building and has a fastening bracket with the features of claim 1.
- An insulating facade mounted in front of an outer wall of a building is known, which consists of predominantly horizontal thresholds, which at least in sections bear against the outer wall of the building and are attached to it, vertically extending stems, which extend between adjacent thresholds, insulating planking provided on the outside and at a distance from the outer wall of the building and insulation provided between the planking and the outer wall of the building.
- Out of IT BZ20 110 044 A1 another insulation facade system with a mounting bracket is known.
- the present invention is based on the problem of specifying an improved insulating facade of the type mentioned at the outset.
- the present invention wants to improve the mountability of the insulating facade, in particular with regard to load-bearing capacity.
- a mounting bracket with the features of claim 1 and an insulating facade with the features of claim 12 is specified with the present invention.
- the stems are provided at a distance from the outer wall of the building. Accordingly, the standards are not directly on the outside wall of the building and thus do not bridge the gap between the outer planking and the outer surface of the building's outer wall as components with relatively good thermal conductivity. Furthermore, it is not necessary to adjust the stems with their inner narrow surface directed towards the building's outer wall to any bumps or bulges of the building's outer wall.
- the posts are at a sufficient distance from the outer wall of the building in such a way that the outer wall of the building itself usually does not hit the inner narrow surfaces of the posts in the event of a relatively uneven course.
- thresholds can also rest on the outer wall of the building only in sections, ie only over a portion of their horizontal extent. This further reduces the effort involved in individually adapting the framework structure, formed from sleepers and posts, to the special contour of the outer wall of the building.
- each post is connected to the outer wall of the building with at least one mounting bracket having the features of claim 1 .
- This solution has the advantage that the installation of the insulating facade described above in the prior art is only relieved via the thresholds due to the direct attachment of the posts to the outer wall of the building. This makes it possible to connect the load-bearing structure of the insulating façade, consisting of thresholds and posts, to the building's outer wall via an increased number of contact points.
- the fastening of the thresholds to the outer wall of the building, as well as the fastening of the posts, is usually carried out using dowels that interact with the outer wall of the building.
- each dowel can be used, which have a lower load capacity.
- the present description is limited to the specifics of the fixing bracket associated with a post, in order to connect the corresponding post to the external wall of the building.
- the mounting bracket is the result of practical considerations and investigations into the best possible design of a connecting element for connecting the posts to the building's outer wall, taking into account the fact that the distance between the posts and the building's outer wall can vary. It is important for the present invention to achieve a sufficient load-bearing capacity of the handles.
- the mounting bracket of the present invention is in terms of the variation of the distances of the standards to the building outer wall as well as the necessary strength to hold the standards while taking into account the best possible connection and transmission of the supporting structure consisting of standards and sleepers on the building outer wall mediated holding forces.
- the mounting bracket should be as stiff as possible, but should be designed to be as weight-optimized as possible with regard to the dead weight of the supporting structure and the production costs.
- the inventors have tried to find a solution that allows adequate support of the stems over the mounting brackets even with a building exterior wall that offers a poor base for anchoring dowels or other retaining elements.
- the independent claim 12 claims an insulating facade that can be mounted in front of a building wall and has at least one fastening bracket according to the invention.
- the Figures 1 to 3 show an embodiment of a base angle 10 with a long leg 12, which is about four times longer than a short leg 14 of the base angle 10.
- the two legs 12, 14 are formed by bending a sheet metal strip, which has a width corresponding to about half the length of the short leg 14 has. This sheet metal strip is previously provided with various enforcements.
- the longer leg 12 preferably has three substantially equidistant bolt bores 16a-16c.
- the uppermost bolt hole 16c has a distance from an upper, free edge of the longer leg 12 of about 2 centimeters.
- An elongated hole 18 is provided between the lower pin hole 16a and the middle pin hole 16b.
- the shorter leg 14 has two bolt holes 20a, 20b.
- the front pin hole 20b is spaced about 15mm (distance between the center point of the pin hole 20b and the front edge of the shorter leg 14).
- All bolt holes 16, 20 have approximately identical diameters of 10.5 to 11 mm. They are designed in such a way that an M10 fastening screw or a dowel with a diameter of 10 mm can be passed through the bolt hole 16, 20.
- the elongated hole 18 has a somewhat smaller diameter (9 mm).
- the elongated hole 24 has a smaller diameter, for example a diameter of 4 or 6 mm.
- FIGS 4c and 5 and 6 illustrate an embodiment of a strut 30.
- the strut 30 has an upper contact area 32, a lower contact area 34 and a strut area 36, which specifies the main extension direction of the strut 30.
- the upper contact area 32 and the lower contact area 34 are modified by bending. This modification is always carried out with the aim of placing the upper contact area 32 flat against the upper end of the longer leg 12 and providing the lower contact area 34 at least parallel to the direction of extension of the shorter leg 14 .
- the lower contact area 34 and the upper contact area 32 run at right angles to one another.
- the upper contact area 32 is provided with an upper pin hole 38a, the lower contact area 34 with a lower pin hole 38b.
- FIGS. 7 to 9 illustrate an exemplary embodiment of an additional angle 40.
- This additional angle 40 has a first additional angle leg 42 and a second additional angle leg 44 extending at right angles thereto, which are connected to one another via a corner 46 and extend at right angles to one another.
- the first additional angle leg 42 has two bolt holes 47a, 47b, which are provided in the longitudinal direction of the additional angle leg 42 one behind the other. At the level of the rear pin hole 47a there are two smaller holes 49 which are each formed between the pin hole 47a and the longitudinal edge of the first additional angle leg 42.
- the pin holes 20a, 20b of the shorter leg 14 of the basic angle 10 are aligned with the pin holes 47a, 47b of the additional angle 40 and have identical diameters as these.
- Its additional angle leg 42 has identical dimensions to the shorter leg 14 of the basic angle 10.
- the legs have the same width and the same length measured from the respective corner 22 or 46.
- At the level of the bolt hole 47a there are between the bolt hole and a side edge of the Leg 42 smaller holes 49.
- the smaller holes 49 have a smaller diameter than the bolt holes, for example a diameter of 4 to 6 mm.
- Bore 48 in shorter leg 44 has the same diameter as bore 16 and is the same distance from corner 46 as bore 16 is from corner 22.
- FIG 10 shows a longitudinal sectional view of an insulating facade 100, which is mounted using the fasteners described above on a building exterior wall 102.
- the insulating facade 100 comprises wood fiber insulation boards 104 provided as outer planking, which are arranged vertically one above the other and side by side and via a Truss 106 are held.
- the truss 106 includes sleepers 108 that extend between the inner surface of the wood fiber insulation board 104 and the outer surface of the building exterior wall 102 and are connected to the building exterior wall 102 .
- posts 110 extend, which are connected at the end to the respective associated sleeper 108. As can be seen, the posts 110 have a significantly smaller thickness than the sills 108.
- An inner narrow surface 110a of the posts 110 is therefore provided at a considerable distance from the outer wall 102 of the building.
- An outer narrow surface 110b of the posts 110 ends flush with a corresponding end surface of the sleepers 108.
- a planar bearing structure for the wood fiber insulation boards 104 is created by the framework.
- cavity insulation 112 preferably in the form of blown-in wood fibers for space-filling thermal insulation.
- the cavity insulation 112 also fills the system-related free spaces between the inner narrow surfaces 110a of the posts 110 and the outer wall 102 of the building. This results in a significantly improved insulation value in the area of this thermal bridge.
- the fastening structure of the insulating facade 100 which is explained in more detail below, is also enveloped by the cavity insulation 112 and is therefore contained.
- the thresholds 108 can be provided at floor level. Alternatively, they may be located above or below a level separating the actual floors in the building.
- the individual sleepers 108 in figure 10 Bullets shown are identified as I - III.
- the lower sill 108 I is preferably arranged close to the ground at the bottom end of the insulating facade 100 .
- This lower sill 108I is supported only by an angle assembly 114 mounted on top of the corresponding sill 108I.
- the angle assembly 114 of the example figure 10 includes a right angle bracket 10 which is attached to the building exterior wall 102 via bolt holes 16a-16c.
- the shorter leg 14 is screwed to the threshold 108 I via a threaded bolt 116 penetrating the threshold 108 I .
- This threaded bolt 116 passes through the bolt hole 20a.
- a strut 30 is used, as shown in Figures 4c, 5 and 6 is shown, ie the longest strut. This is about one formed upper fastening bolts 118c, which, like the other fastening bolts 118a, 118b, is screwed into the outer wall of the building.
- the upper fastening bolt 118c passes through the upper bolt bore 16c and the upper bolt bore 38a of the strut 30.
- the lower contact area 34 extends parallel to the sill 108 I and is fixed to it by a further threaded bolt 116.
- the lower contact area 34 of the strut 30 is mounted at a considerable distance from the front, free end of the shorter leg 14 and on the upper side of the sill 1081. In the present case, the distance corresponds approximately to the direction in which the shorter leg 14 extends.
- the second floor is formed by a threshold 108 II. This is fastened on its upper side to the outer wall 102 of the building in the manner described above. On the underside there is the previously described additional angle 40, which has its bolt hole 47a passed through by that threaded bolt 116 which also passes through the bolt hole 20a of the shorter leg 14. A fastening bolt 118 which is screwed to the outer wall 102 of the building passes through the bolt bore 48 .
- the upper sill 108 III is held only by the additional bracket 40 in the manner already described above. However, a threaded bolt 116 is dispensed with. Rather, the smaller holes 49 are penetrated by wood screws 119 which are screwed into the underside of the threshold 108 III. Such an attachment of the upper sill 108 III, which is easier compared to the other floors, is possible since it does not have to absorb any vertical loads.
- FIGS. 11 to 13 illustrate an exemplary embodiment of a fastening bracket 120 which is bent over in an L-shape in cross section and has a shorter contact leg 122 which can be placed on a building wall and a fastening leg 124 which can be placed on the post 110 .
- the legs 122, 124 extend at right angles to one another (cf. figure 13 ).
- the fastening leg 124 forms a trapezoidal section 126 whose height HT is between 40% and 60% of the height H of the fastening leg 124 .
- the height H is between 100 and 130 mm, whereas the height HT is usually between 45 and 60 mm.
- the trapezoidal section 126 is designed as an isosceles trapezoid, the longer of the parallel sides identified by reference numeral 128 being between 330 and 380 mm long, whereas the shorter side identified by reference numeral 130 has an extent of between 160 and 200 mm.
- the trapezoidal section 126 rises from one indicated by reference numeral 132 Rectangular base, over which the trapezoidal section 126 merges with the contact leg 122 formed with a rectangular base area.
- the rectangular base 132 has a height HB of between 10 and 20 mm.
- a rectangular portion 134 is provided on the trapezoidal portion 126 on the opposite side of the rectangular base 132 .
- a series of bores 136 extending in the longitudinal direction of the contact leg 122 are provided, which have a diameter of between 4 and 6 mm, 5 mm in the exemplary embodiment shown , to connect wood screws driven through the mounting holes 136 to the associated stem 110.
- the fastening bores 136 are arranged in two strands S and in each case in two parallel rows which are provided offset relative to one another. The offset is between 2 and 10 mm.
- four different rows of mounting holes 136 identified by reference numerals R1 through R4, are provided.
- the offset V makes it possible to connect posts 110 that are at different distances from an outer wall 102 of a building with the mounting bracket 120 .
- the fastening bores 136 are exclusively in the rectangular section 134.
- Bores in a row R1 - R4 arranged one behind the other in the longitudinal direction have a spacing of about 80 mm ⁇ 10 mm.
- the fastening bores 136 of the immediately adjacent row R1 are located in the middle between the bores of the associated adjacent row R2.
- the distance between the fastening bores 136 and the free end of the contact leg, which is formed by the rectangular section 134, is between 6 and 8 mm, so that there is sufficient space for mounting the wood screw on the contact leg.
- Immediately adjacent rows R1, R2 or R3, R4 have a lateral spacing of a few mm as an offset V, preferably of about 5 mm ⁇ 0.5 mm.
- the contact leg 122 has a width B of about 45 to 55 mm.
- the contact leg 122 is traversed by three bores 138, the diameter of which is between 9 and 12 mm, in the present case approximately 10.5 mm.
- the outer Holes 138.1 and 138.3 have a distance to the end faces of the mounting bracket 120 of about 20 mm ⁇ 5 mm.
- the mounting bracket 120 is made from galvanized sheet metal with a thickness of 3 mm in the present case.
- the Figures 14 and 15 show various sectional views of a post 110 attached to the outer wall 102 of the building via the attachment bracket 120.
- the Figures 14 and 15 make it clear that the stem 110 is fastened to the outside of the fastening leg 124 opposite the contact leg 122 . Accordingly, stem 110 is on the other side relative to abutment leg 122.
- the stem 110 is spaced from the building exterior wall 102 by approximately 9 mm.
- the handle 110 is held on the mounting bracket 120 by a total of 10 wood screws 140 which are driven through the corresponding mounting bores 136 and screwed to the handle 110 . This results in a solid mounting of the stems 110 of the insulating facade.
- the posts 110 can be mounted and held regularly at distances of between 0 mm and 65 mm from the outer surface of the outer wall 102 of the building.
- the longest length of the stem 110 in the cross-sectional direction is between 120 and 180 mm.
- Total thicknesses of the insulating facade can be achieved from 170 mm to 235 mm when using standard wooden handles with a cross section of 60x100 mm. Greater insulation thicknesses of up to 370 mm can be achieved by using deeper wooden posts or by doubling the posts in the area of the 120 mounting bracket.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
- Building Environments (AREA)
- Cabinets, Racks, Or The Like Of Rigid Construction (AREA)
Description
Die vorliegende Erfindung betrifft einen Befestigungswinkel zur Befestigung von Stielen einer vor eine Gebäudeaußenwand montierbaren Dämmfassade. Solche Gebäudeaußenwände haben mitunter eine unzureichende thermische Dämmung. Es gibt verschiedene Möglichkeiten, diese thermische Dämmung zu verbessern.The present invention relates to a mounting bracket for mounting posts of an insulating facade that can be mounted in front of an outer wall of a building. Such building exterior walls sometimes have insufficient thermal insulation. There are several ways to improve this thermal insulation.
So kann die Gebäudeaußenwand mit Dämmplatten - üblicherweise aus Polystyrol oder Mineralfaser - beklebt und verputzt werden. Auch ist es möglich, eine Dämmung zwischen Gebäudeaußenwand und vorgesetztem Klinker-Vormauerwerk einzuhausen. Schließlich ist es bekannt, horizontal oder vertikal sich erstreckende Traglatten, vorzugsweise aus Holz, unmittelbar auf der Gebäudeaußenwand zu befestigen und die Gefache zwischen den Traglatten mit einem Dämmstoff - im Einblasverfahren oder als Klemmfilz - zu füllen; von außen wird das Fachwerk durch eine Bekleidung aus Holz, Holzwerkstoffen, Schiefer oder anderen Materialien geschlossen.The outer wall of the building can be covered with insulating boards - usually made of polystyrene or mineral fiber - and plastered. It is also possible to enclose insulation between the outer wall of the building and the clinker facing wall in front of it. Finally, it is known to fasten horizontally or vertically extending support slats, preferably made of wood, directly to the outside wall of the building and to fill the compartments between the support slats with an insulating material - using a blow-in method or as a clamping felt; from the outside, the framework is closed by a cladding made of wood, wood-based materials, slate or other materials.
Die vorliegende Erfindung betrifft insbesondere eine vor eine Gebäudeaußenwand montierbare Dämmfassade mit einem Befestigungswinkel mit den Merkmalen von Anspruch 1. Aus der auf die vorliegende Anmelderin zurückgehenden
Der vorliegenden Erfindung liegt das Problem zugrunde, eine verbesserte Dämmfassade der eingangs genannten Art anzugeben. Dabei will die vorliegende Erfindung die Montierbarkeit der Dämmfassade verbessern, insbesondere im Hinblick auf Tragfähigkeit.The present invention is based on the problem of specifying an improved insulating facade of the type mentioned at the outset. The present invention wants to improve the mountability of the insulating facade, in particular with regard to load-bearing capacity.
Zur Lösung dieses Problems wird mit der vorliegenden Erfindung ein Befestigungswinkel mit den Merkmalen von Anspruch 1 und eine Dämmfassade mit den Merkmalen von Anspruch 12 angegeben. Bei dieser Dämmfassade sind die Stiele mit Abstand zu der Gebäudeaußenwand vorgesehen. Dementsprechend liegen die Stiele nicht unmittelbar an der Gebäudeaußenwand an und überbrücken somit nicht als Bauelemente relativ guter Wärmeleitfähigkeit den Zwischenraum zwischen der äußeren Beplankung und der Außenfläche der Gebäudeaußenwand. Des Weiteren ist es nicht erforderlich, die Stiele mit ihrer zu der Gebäudeaußenwand gerichteten inneren Schmalfläche an eventuelle Unebenheiten bzw. Wölbungen der Gebäudeaußenwand anzupassen. Vielmehr haben die Stiele einen hinreichenden Abstand zu der Gebäudeaußenwand, derart, dass die Gebäudeaußenwand selbst üblicherweise bei einem relativ unebenen Verlauf nicht an die inneren Schmalflächen der Stiele anstößt. Dabei können Schwellen auch lediglich abschnittsweise, d.h. lediglich über ein Teilstück ihrer horizontalen Erstreckung entlang der Gebäudeaußenwand an dieser anliegen. Hierdurch wird der Aufwand zur individuellen Anpassung der Fachwerkstruktur, gebildet aus Schwellen und Stielen, an die spezielle Kontur der Gebäudeaußenwand weiter verringert.To solve this problem, a mounting bracket with the features of
Zur Befestigung des zuvor vorgestellten Verbunds aus Schwellen und Stielen wird gemäß der vorliegenden Erfindung jeder Stiel mit zumindest einem Befestigungswinkel mit den Merkmalen von Anspruch 1 mit der Gebäudeaußenwand verbunden. Diese Lösung hat den Vorteil, dass die im Stand der Technik zuvor beschriebene Montage der Dämmfassade lediglich über die Schwellen aufgrund der unmittelbaren Befestigung der Stiele an der Gebäudeaußenwand eine Entlastung erfährt. So ist es möglich, die tragende Struktur der Dämmfassade bestehend aus Schwellen und Stielen über eine erhöhte Anzahl von Kontaktstellen mit der Gebäudeaußenwand zu verbinden.According to the present invention, to fasten the above-described combination of sleepers and posts, each post is connected to the outer wall of the building with at least one mounting bracket having the features of
Die Befestigung der Schwellen an der Gebäudeaußenwand wie auch die Befestigung der Stiele erfolgt üblicherweise über mit der Gebäudeaußenwand zusammenwirkende Dübel. Mit der vorliegenden Erfindung können jeweils Dübel verwendet werden, die für sich eine geringere Traglast haben. Durch Erhöhung der Kontaktstellen und damit der Dübel zur Befestigung der Schwellen und Stiele wird gleichwohl sichergestellt, dass die Dämmfassade mit der notwendigen Haltekraft an der Gebäudeaußenwand montiert ist.The fastening of the thresholds to the outer wall of the building, as well as the fastening of the posts, is usually carried out using dowels that interact with the outer wall of the building. With the present invention each dowel can be used, which have a lower load capacity. By increasing the contact points and thus the dowels for fastening the thresholds and standards, it is nevertheless ensured that the insulating facade is mounted on the building's outer wall with the necessary holding force.
Dabei können die Schwellen in der aus dem deutschen Gebrauchsmuster
So beschränkt sich die vorliegende Beschreibung insbesondere auf die Besonderheiten des Befestigungswinkels, der einem Stiel zugeordnet ist, um den entsprechenden Stiel mit der Gebäudeaußenwand zu verbinden.In particular, the present description is limited to the specifics of the fixing bracket associated with a post, in order to connect the corresponding post to the external wall of the building.
Der Befestigungswinkel ist Ergebnis von praktischen Überlegungen und Untersuchungen zur bestmöglichen Ausgestaltung eines Verbindungselementes zur Verbindung der Stiele mit der Gebäudeaußenwand unter Berücksichtigung der Tatsache, dass der Abstand der Stiele zu der Gebäudeaußenwand variieren kann. Dabei kommt es der vorliegenden Erfindung darauf an, eine hinreichende Tragfähigkeit der Stiele zu erreichen. Der Befestigungswinkel der vorliegenden Erfindung ist im Hinblick auf die Variation der Abstände der Stiele gegenüber der Gebäudeaußenwand wie auch der notwendigen Festigkeit zur Halterung der Stiele bei gleichzeitiger Berücksichtigung einer bestmöglichen Anbindung und Übertragung der von dem aus Stielen und Schwellen bestehenden Tragwerk auf die Gebäudeaußenwand vermittelten Haltekräfte. Es versteht sich, dass der Befestigungswinkel möglichst steif sein soll, indes mit Blick auf das Eigengewicht der Tragkonstruktion wie auch die Herstellungskosten möglichst gewichtsoptimiert ausgebildet sein sollte. Des Weiteren haben die Erfinder sich um eine Lösung bemüht, die eine hinreichende Abstützung der Stiele über den Befestigungswinkeln auch bei einer Gebäudeaußenwand erlaubt, die einen schlechten Untergrund zur Verankerung von Dübeln oder anderen Halteelementen bietet.The mounting bracket is the result of practical considerations and investigations into the best possible design of a connecting element for connecting the posts to the building's outer wall, taking into account the fact that the distance between the posts and the building's outer wall can vary. It is important for the present invention to achieve a sufficient load-bearing capacity of the handles. The mounting bracket of the present invention is in terms of the variation of the distances of the standards to the building outer wall as well as the necessary strength to hold the standards while taking into account the best possible connection and transmission of the supporting structure consisting of standards and sleepers on the building outer wall mediated holding forces. It goes without saying that the mounting bracket should be as stiff as possible, but should be designed to be as weight-optimized as possible with regard to the dead weight of the supporting structure and the production costs. Furthermore, the inventors have tried to find a solution that allows adequate support of the stems over the mounting brackets even with a building exterior wall that offers a poor base for anchoring dowels or other retaining elements.
Die Weiterbildungen des erfindungsgemäßen Befestigungswinkels sind in den Unteransprüchen 2 bis 11 angegeben.The developments of the mounting bracket according to the invention are specified in the subclaims 2 to 11.
Der nebengeordnete Anspruch 12 beansprucht eine vor eine Gebäudewand montiertbare Dämmfassade mit zumindest einem erfindungsgemäßen Befestigungswinkel.The
Weitere Einzelheiten und Vorteile der vorliegenden Erfindung ergeben sich aus der nachfolgenden Beschreibung eines Ausführungsbeispiels in Verbindung mit der Zeichnung. In dieser zeigen:
- Fig. 1
- eine Längsschnittansicht eines Ausführungsbeispiels eines Grundwinkels der vorliegenden Erfindung;
- Fig. 2
- eine Schnittdarstellung entlang der Linie II-II gemäß der Darstellung in
;Figur 1 - Fig. 3
- eine Schnittdarstellung entlang der Linie III-III gemäß der Darstellung in
;Figur 1 - Fig. 4
- eine Längsschnittansicht der Strebe der vorliegenden Erfindung;
- Fig. 5
- eine Schnittdarstellung entlang der Linie V-V gemäß der Darstellung in
Figur 4 ; - Fig. 6
- eine Schnittdarstellung entlang der Linie VI-VI gemäß der Darstellung in
Figur 4 für erste bis dritte Strebe; - Fig. 7
- eine Längsschnittansicht eines Ausführungsbeispiels eines Zusatzwinkels der vorliegenden Erfindung;
- Fig. 8
- eine Schnittdarstellung entlang der Linie VIII-VIII gemäß der Darstellung in
Figur 7 - Fig. 9
- eine Schnittdarstellung entlang der Linie IX-IX gemäß der Darstellung in
Figur 7 ; - Fig. 10
- eine Längsschnittansicht einer sich über mehrere Geschosse erstreckenden Dämmfassade; unter Verwendung der in Figuren 4a,
5 und 6 gezeigten Strebe; - Fig. 11
- eine Draufsicht auf ein Ausführungsbeispiel eines Befestigungswinkels;
- Fig. 12
- eine um 90° versetzte Draufsicht des Befestigungswinkels nach
Figur 11 ; - Fig. 13
- eine stirnseitige Ansicht des Befestigungswinkels nach
; undFiguren 11, 12 - Fig. 14, 15
- Längsschnittansichten eines Stieles mit einem Ausführungsbeispiels des Befestigungswinkels bei Montage an einer Gebäudeaußenwand.
- 1
- a longitudinal sectional view of an embodiment of a base angle of the present invention;
- 2
- a sectional view along the line II-II as shown in
figure 1 ; - 3
- a sectional view along the line III-III as shown in
figure 1 ; - 4
- Figure 12 is a longitudinal sectional view of the strut of the present invention;
- figure 5
- a sectional view along the line VV as shown in
figure 4 ; - 6
- a sectional view along line VI-VI as shown in
figure 4 for first to third strut; - 7
- a longitudinal sectional view of an embodiment of an auxiliary bracket of the present invention;
- 8
- a sectional view along the line VIII-VIII as shown in FIG
figure 7 - 9
- a sectional view along the line IX-IX as shown in
figure 7 ; - 10
- a longitudinal sectional view of an insulating facade extending over several floors; using the in Figures 4a,
5 and 6 shown strut; - 11
- a plan view of an embodiment of a mounting bracket;
- 12
- a top view of the mounting bracket offset by 90°
figure 11 ; - 13
- an end view of the mounting bracket
Figures 11, 12 ; and - 14, 15
- Longitudinal sectional views of a stem with an embodiment of the mounting bracket when mounted on a building exterior wall.
Die
Der kürzere Schenkel 14 hat zwei Bolzenbohrungen 20a, 20b. Die vordere Bolzenbohrung 20b hat einen Abstand von etwa 15 mm (Abstand zwischen Mittelpunkt der Bolzenbohrung 20b und der vorderen Kante des kürzeren Schenkels 14). Zwischen der Bolzenbohrung 20a und einer Ecke 22 des Grundwinkels 10 befindet sich ein Langloch 24.The
Sämtliche Bolzenbohrungen 16, 20 haben in etwa identische Durchmesser von 10,5 bis 11 mm. Sie sind so ausgebildet, dass eine Befestigungsschraube M10 oder ein Dübel mit 10 mm Durchmesser durch die Bolzenbohrung 16, 20 hindurchgeführt werden kann. Einen etwas geringeren Durchmesser (9 mm) hat das Langloch 18. Das Langloch 24 hat einen kleineren Durchmesser, beispielsweise einen Durchmesser von 4 bzw. 6 mm.All bolt holes 16, 20 have approximately identical diameters of 10.5 to 11 mm. They are designed in such a way that an M10 fastening screw or a dowel with a diameter of 10 mm can be passed through the bolt hole 16, 20. The
Die Figuren 4c sowie 5 und 6 verdeutlichen ein Ausführungsbeispiel einer Streben 30. Die Strebe 30 hat einen oberen Anlagebereich 32, einen unteren Anlagebereich 34 und einen Strebenbereich 36, der die Haupterstreckungsrichtung der Strebe 30 vorgibt. Gegenüber dieser Haupterstreckungsrichtung sind der obere Anlagebereich 32 und der untere Anlagebereich 34 durch Biegebearbeitung modifiziert. Diese Modifikation erfolgt stets mit dem Ziel, den oberen Anlagebereich 32 flächig gegen das obere Ende des längeren Schenkels 12 anzulegen und den unteren Anlagebereich 34 zumindest parallel zu der Erstreckungsrichtung des kürzeren Schenkels 14 vorzusehen. Mit anderen Worten verlaufen der unter Anlagebereich 34 und der obere Anlagebereich 32 rechtwinklig zueinander.Figures 4c and 5 and 6 illustrate an embodiment of a
Der obere Anlagebereich 32 ist mit einer oberen Bolzenbohrung 38a versehen, der untere Anlagebereich 34 mit einer unteren Bolzenbohrung 38b.The
Die
Die Bolzenbohrungen 20a, 20b des kürzeren Schenkels 14 des Grundwinkels 10 fluchten mit den Bolzenbohrungen 47a, 47b des Zusatzwinkels 40 und haben identische Durchmesser wie diese. Dessen Zusatzwinkelschenkel 42 hat identische Abmessungen wie der kürzere Schenkel 14 des Grundwinkels 10. Die Schenkel haben die gleiche Breite und die gleiche Länge gemessen von der jeweiligen Ecke 22 bzw. 46. Auf Höhe der Bolzenbohrung 47a befinden sich jeweils zwischen der Bolzenbohrung und einem Seitenrand des Schenkels 42 kleinere Bohrungen 49. Die kleineren Bohrungen 49 haben einen kleineren Durchmesser als die Bolzenbohrungen, beispielsweise einen Durchmesser von 4 bis 6 mm. Die Bohrung 48 im kürzeren Schenkel 44 hat den gleichen Durchmesser wie die Bohrung 16 und den gleichen Abstand von der Ecke 46 wie die Bohrung 16 von der Ecke 22.The pin holes 20a, 20b of the
Die Hohlraumdämmung 112 füllt auch die systembedingten Freiräume zwischen den inneren Schmalflächen 110a der Stiele 110 und der Gebäudeaußenwand 102 aus. Dadurch ergibt sich ein deutlich verbesserter Dämmwert im Bereich dieser Wärmebrücke. Auch die nachstehend näher erläuterte Befestigungsstruktur der Dämmfassade 100 ist von den Hohlraumdämmung 112 umhüllt und damit eingedämmt.The
Diese Befestigungsstruktur wird nachstehend unter Bezugnahme auf verschiedene Geschosse und
Das zweite Geschoss wird durch eine Schwelle 108 II gebildet. Diese ist in der zuvor beschriebenen Weise auf ihrer Oberseite mit der Gebäudeaußenwand 102 befestigt. Auf der Unterseite befindet sich der zuvor beschriebene Zusatzwinkel 40, der mit seiner Bolzenbohrung 47a von demjenigen Gewindebolzen 116 durchsetzt wird, der auch die Bolzenbohrung 20a des kürzeren Schenkels 14 durchgreift. Die Bolzenbohrung 48 wird von einem Befestigungsbolzen 118 durchsetzt, der mit der Gebäudeaußenwand 102 verschraubt ist.The second floor is formed by a
Die obere Schwelle 108 III ist lediglich von dem Zusatzwinkel 40 in der vorstehend bereits beschriebenen Weise gehalten. Allerdings wird auf einen Gewindebolzen 116 verzichtet. Vielmehr sind die kleineren Bohrungen 49 von Holzschrauben 119 durchsetzt, die in die Unterseite der Schwelle 108 III eingeschraubt sind. Eine solche, gegenüber den anderen Stockwerken leichtere Befestigung der oberen Schwelle 108 III ist möglich, da diese keine vertikalen Lasten aufzunehmen hat.The
Die
Auf der der Rechtecksbasis 132 gegenüberliegenden Seite ist an dem Trapezabschnitt 126 ein Rechteckabschnitt 134 vorgesehen. An dem durch die kürzere Seite 130 gebildeten Übergang zwischen dem Rechteckabschnitt 134 und dem Trapezabschnitt 126 ist eine Reihe von sich in Längsrichtung des Anlageschenkels 122 erstreckenden Bohrungen 136 vorgesehen, die einen Durchmesser von zwischen 4 und 6 mm, bei dem gezeigten Ausführungsbeispiel von 5 mm haben, um durch die Befestigungsbohrungen 136 hindurch getriebene Holzschrauben mit dem zugehörigen Stiel 110 zu verbinden. Die Befestigungsbohrungen 136 sind vorliegend in zwei Strängen S und jeweils zwei relativ versetzt zueinander vorgesehenen parallelen Reihen angeordnet. Der Versatz beträgt zwischen 2 und 10 mm. Bei dem gezeigten Ausführungsbeispiel sind vier verschiedene mit Bezugszeichen R1 bis R4 gekennzeichnete Reihen von Befestigungsbohrungen 136 vorgesehen. Durch den Versatz V ist es möglich, unterschiedlich zu einer Gebäudeaußenwand 102 beabstandete Stiele 110 mit dem Befestigungswinkel 120 zu verbinden.A
Wie
In Längsrichtung hintereinander vorgesehene Bohrungen einer Reihe R1 - R4 haben einen Abstand von etwa 80 mm ± 10 mm. Die Befestigungsbohrungen 136 der jeweils unmittelbar benachbarten Reihe R1 befinden sich mittig zwischen den Bohrungen der zugeordneten benachbarten Reihe R2.Bores in a row R1 - R4 arranged one behind the other in the longitudinal direction have a spacing of about 80 mm ± 10 mm. The fastening bores 136 of the immediately adjacent row R1 are located in the middle between the bores of the associated adjacent row R2.
Der Abstand der Befestigungsbohrungen 136 von dem freien Ende des Anlageschenkels, der durch den Rechteckabschnitt 134 gebildet wird, liegt bei zwischen 6 und 8 mm, sodass hinreichend Fleisch zum Montieren der Holzschraube an dem Anlageschenkel gegeben ist. Unmittelbar benachbarte Reihen R1, R2 bzw. R3, R4 haben als Versatz V einen Seitenabstand von wenigen mm, bevorzugt von etwa 5 mm ± 0,5 mm.The distance between the fastening bores 136 and the free end of the contact leg, which is formed by the
Wie
Der Befestigungswinkel 120 ist aus einem verzinkten Blech mit einer Stärke von vorliegend 3 mm ausgebildet.The mounting
Die
- 1010
- Grundwinkelbase angle
- 1212
- langer Schenkellong thigh
- 1414
- kurzer Schenkelshort leg
- 16a, b, c16a,b,c
- Bolzenbohrungbolt hole
- 1818
- LanglochLong hole
- 20a, b20a, b
- Bolzenbohrungbolt hole
- 2222
- EckeCorner
- 2424
- LanglochLong hole
- 3030
- Strebestrut
- 3232
- oberer Anlagebereichupper investment area
- 3434
- unterer Anlagebereichlower investment area
- 3636
- Strebenbereichstrut area
- 38a38a
- obere Bolzenbohrungupper bolt hole
- 38b38b
- untere Bolzenbohrunglower bolt hole
- 4040
- Zusatzwinkeladditional angle
- 4242
- erster Zusatzwinkelschenkelfirst additional angle leg
- 4444
- zweiter Zusatzwinkelschenkelsecond additional angle leg
- 4646
- EckeCorner
- 47a, b47a, b
- Bolzenbohrungbolt hole
- 4848
- Bolzenbohrungbolt hole
- 4949
- kleine Bohrungsmall hole
- 100100
- Dämmfassadeinsulating facade
- 102102
- Gebäudeaußenwandbuilding exterior wall
- 104104
- Holzfaserdämmplattewood fiber insulation board
- 106106
- Fachwerkhalf-timbered
- 108108
- Schwellethreshold
- 110110
- Stielstalk
- 110a110a
- innere Schmalflächeinner narrow surface
- 110b110b
- äußere Schmalflächeouter narrow surface
- 112112
- raumfüllende Wärmedämmung/Einblas-Holzfasernroom-filling thermal insulation/blown-in wood fibers
- 114114
- Winkelanordnungangular arrangement
- 116116
- Gewindebolzenthreaded bolt
- 118118
- Bolzenbolt
- 119119
- Holzschraubewood screw
- 120120
- Befestigungswinkelmounting brackets
- 122122
- Anlageschenkelcontact leg
- 124124
- Befestigungsschenkelmounting leg
- 126126
- Trapezabschnitttrapeze section
- 128128
- längere Seitelonger side
- 130130
- kürzere Seiteshorter side
- 132132
- Rechtecksbasisrectangle base
- 134134
- Rechteckabschnittrectangle section
- 136136
- Befestigungsbogenmounting bracket
- 138138
- Bohrungendrilling
- 140140
- Holzschraubewood screw
- HH
- Höhe BefestigungsschenkelHeight of mounting bracket
- HTHT
- Höhe TrapezabschnittHeight trapezoid section
- BB
- Breite des AnlageschenkelsWidth of the contact leg
- R1-R4R1-R4
-
Reihen von Befestigungsbohrungen 136Rows of mounting
holes 136 - SS
- Strangstrand
- VV
- Versatzoffset
Claims (12)
- A fastening bracket (120) for fastening studs (110) of an insulating facade (100) mountable in front of an external wall (102) of a building, having an abutting leg (122) placeable against the external wall (102) of the building and a fastening leg (124) placeable against the stud (110) and being provided with a trapezoidal portion (126) characterized in that above the shorter one of the parallel sides (130) of the trapezoidal portion (126) on the side of the trapezoidal portion (126) opposite the abutment leg (122) a rectangular portion (134) is provided, the trapezoidal portion (126) being formed by an isosceles trapezoid.
- The fastening bracket (120) according to claim 1, characterized in that the trapezoidal portion (126) occupies 40% to 60% of the height (H) of the fastening leg (124).
- The fastening bracket (120) according to claims 1 or 2, characterized in that the parallel sides (128, 130) of the trapezoidal portion (126) have an aspect ratio between 0.4 and 0.6, preferably 0.5 +/- 0.025.
- The fastening bracket (120) according to any one of the preceding claims, characterized in that the rectangular portion (134) forms the free end of the trapezoidal portion (126).
- The fastening bracket (120) according to any one of the preceding claims, characterized in that the abutment leg (122) has the same length as the longer one of the parallel sides (128) of the trapezoidal portion (126).
- The fastening bracket (120) according to any one of the preceding claims, characterized in that the abutment leg (122) comprises a plurality of holes (138) provided sequentially in the longitudinal direction and having a diameter between 9 and 12 mm.
- The fastening bracket (120) according to any one of the preceding claims, characterized in that the fastening leg (124) comprises a plurality of fastening holes (136) provided sequentially in the longitudinal direction and having a diameter between 4 and 6 mm.
- The fastening bracket (120) according to claim 7, characterized in that the fastening holes (136) are provided in a plurality of parallel rows (R1-R4).
- The fastening bracket (120) according to claims 7 or 8, characterized in that two rows of fastening holes (136) are provided immediately adjacent to each other so that the holes (136) of the two rows (R1, R2; R3, R4) are slightly staggered.
- The fastening bracket (120) according to any one of claims 7 to 9, characterized in that the fastening holes (136) are recessed only in the rectangular section (134).
- The fastening bracket (120) according to any one of the preceding claims, characterized in that the fastening bracket (120) is formed from a galvanized sheet having a thickness between 2 mm and 4 mm.
- An insulating facade (100) mountable in front of an external wall (102) of a building, comprising sill members (108) extending mostly in the horizontal direction which can be placed against the external wall (102) of the building and fastened thereto at least in sections, vertically extending studs (110) which extend between adjacent sill members (108), an insulating sheathing (104) provided on the outside and spaced from the external wall (102) of the building, an insulation (112) provided between the sheathing (104) and the external wall (102) of the building, and at least one fastening bracket (120) according to any one of the preceding claims,
characterized in that
the studs (110) can be attached to the external wall (102) of the building by means of at least one of the fastening brackets (120) according to any one of the preceding claims such that they are spaced from the external wall (102) of the building.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202017003683.5U DE202017003683U1 (en) | 2017-07-13 | 2017-07-13 | cladding system |
Publications (3)
Publication Number | Publication Date |
---|---|
EP3428359A1 EP3428359A1 (en) | 2019-01-16 |
EP3428359B1 true EP3428359B1 (en) | 2023-06-07 |
EP3428359C0 EP3428359C0 (en) | 2023-06-07 |
Family
ID=59651077
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP18181807.1A Active EP3428359B1 (en) | 2017-07-13 | 2018-07-05 | Fastening bracket for a facade insulation system and facade insulation system comprising such a fastening bracket |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP3428359B1 (en) |
DE (1) | DE202017003683U1 (en) |
RU (1) | RU2713065C2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2229573C2 (en) * | 2001-07-27 | 2004-05-27 | Закрытое акционерное общество "Аркада" | Covering with heat insulation and moisture elimination capabilities, decorative facade (variants), z-profile, cover strip, slat (variants) and profiled metal facade panel (variants) for facade covering |
ITBZ20110044A1 (en) * | 2011-09-23 | 2013-03-24 | Ahrntaler Bauindustrie Gmbh Srl | SYSTEM FOR VENTILATED FACADES |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2046903C1 (en) * | 1993-12-23 | 1995-10-27 | Александр Алексеевич Афанасьев | Method for facing external and internal wall surfaces |
FR2946064B1 (en) * | 2009-05-28 | 2015-04-03 | Saint Gobain Isover | SYSTEM OF INSULATION OF BUILDINGS FROM OUTSIDE. |
DE102010011168A1 (en) * | 2010-01-29 | 2011-08-04 | Lorenz Kunststofftechnik GmbH, 49134 | Mounting bracket for wall insulation |
FR2998602B1 (en) * | 2012-11-28 | 2015-06-05 | Lr Etanco Atel | SYSTEM OF INSULATION OF BUILDINGS FROM OUTSIDE. |
DE202013011565U1 (en) * | 2013-12-23 | 2014-02-07 | Gutex Holzfaserplattenwerk H. Henselmann Gmbh + Co. Kg | cladding system |
RU141381U1 (en) * | 2014-01-15 | 2014-06-10 | Федеральное государственное бюджетное военное образовательное учреждение высшего профессионального образования "Военно-технический университет" Министерства обороны Российской Федерации | WALL PANEL CONNECTION CONNECTION CONSTRUCTION |
US20150308098A1 (en) * | 2014-02-24 | 2015-10-29 | Av_New S.R.L. | Thermal break bracket for a support frame of covering elements |
-
2017
- 2017-07-13 DE DE202017003683.5U patent/DE202017003683U1/en not_active Expired - Lifetime
-
2018
- 2018-07-05 EP EP18181807.1A patent/EP3428359B1/en active Active
- 2018-07-09 RU RU2018124995A patent/RU2713065C2/en active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2229573C2 (en) * | 2001-07-27 | 2004-05-27 | Закрытое акционерное общество "Аркада" | Covering with heat insulation and moisture elimination capabilities, decorative facade (variants), z-profile, cover strip, slat (variants) and profiled metal facade panel (variants) for facade covering |
ITBZ20110044A1 (en) * | 2011-09-23 | 2013-03-24 | Ahrntaler Bauindustrie Gmbh Srl | SYSTEM FOR VENTILATED FACADES |
Also Published As
Publication number | Publication date |
---|---|
RU2018124995A3 (en) | 2020-01-09 |
RU2018124995A (en) | 2020-01-09 |
EP3428359A1 (en) | 2019-01-16 |
EP3428359C0 (en) | 2023-06-07 |
RU2713065C2 (en) | 2020-02-03 |
DE202017003683U1 (en) | 2017-08-02 |
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