EP2647779A1 - Angle bracket for a façade substructure - Google Patents
Angle bracket for a façade substructure Download PDFInfo
- Publication number
- EP2647779A1 EP2647779A1 EP12163263.2A EP12163263A EP2647779A1 EP 2647779 A1 EP2647779 A1 EP 2647779A1 EP 12163263 A EP12163263 A EP 12163263A EP 2647779 A1 EP2647779 A1 EP 2647779A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bracket
- leg
- substructure
- recess
- facade
- 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
- 239000000758 substrate Substances 0.000 claims description 11
- 239000010935 stainless steel Substances 0.000 claims description 10
- 229910001220 stainless steel Inorganic materials 0.000 claims description 10
- 239000012212 insulator Substances 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 229910052782 aluminium Inorganic materials 0.000 claims description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 4
- 238000000926 separation method Methods 0.000 claims description 4
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 2
- 239000008397 galvanized steel Substances 0.000 claims description 2
- 238000004080 punching Methods 0.000 abstract description 6
- 210000002414 leg Anatomy 0.000 description 58
- 210000002105 tongue Anatomy 0.000 description 30
- 239000000463 material Substances 0.000 description 19
- 230000015572 biosynthetic process Effects 0.000 description 9
- 238000005452 bending Methods 0.000 description 6
- 239000012720 thermal barrier coating Substances 0.000 description 6
- 238000004873 anchoring Methods 0.000 description 5
- 239000010410 layer Substances 0.000 description 5
- 238000009413 insulation Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 239000004020 conductor Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000007858 starting material Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000012549 training Methods 0.000 description 1
- 210000000689 upper leg Anatomy 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
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
- E04F13/07—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
- E04F13/0808—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall adjustable in several directions one of which is perpendicular 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
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/18—Means for suspending the supporting construction
Definitions
- the invention relates to a bracket for a facade substructure for attaching at least one substantially plate-shaped facade element to an on-site substrate with the features of the preamble of claim 1. Furthermore, the invention relates to a facade substructure with such a bracket.
- Façade substructures of the abovementioned type enable the formation of curtain-type, ventilated facades, wherein façades in the present case are understood to mean not only vertical but also inclined wall surfaces and horizontal ceiling surfaces. Façades form the exterior termination of components that separate an interior from an exterior space. Consequently, high demands are placed on such components in terms of thermal protection. This is usually taken into account that a single or multi-layer thermal barrier coating is applied to the outside of the supporting structure of the component, which is subsequently plastered or - in the case of a curtain, ventilated facade - clad with facade elements.
- a multi-part substructure is for example from the utility model DE 298 14 855 U1 known. It comprises an anchoring bracket for attachment to a building wall and an anchoring part which can be connected thereto and which is fastened or fastened to the back of wallcovering panels. Both the anchoring console and the anchor member each have at least one perpendicular to the building wall-oriented leg, which can be brought into contact with the respective other leg and screwed thereto.
- an insulator is inserted before screwing between the leg of the anchor member and the leg of the anchoring console, which is intended to prevent heat transfer from the anchored to the building wall anchoring console on the plate-side anchor member.
- the insulator consists of a material having a poor thermal conductivity, preferably of Polyvinyl chloride, polyurethane or silicate, and is further preferably disc-shaped or plate-shaped.
- the present invention has the object to provide a bracket for a facade substructure, which allows on the one hand the formation of a passivhaustau réelle facade substructure and on the other hand is able to absorb high loads. Furthermore, a Passivhaustaugliche facade substructure should be specified.
- the proposed bracket for a facade substructure for attaching at least one substantially plate-shaped facade element to an on-site base comprises a first leg for attachment to the on-site background and the first leg substantially perpendicularly arranged second leg for receiving a retaining profile of the facade system.
- the second leg has a total area in which at least one recess is provided, wherein the area ratio of the one or more recesses is at least 10%, preferably at least 25%, more preferably at least 40% of the total area of the second leg.
- the heat-conducting Reduced cross-section of the second leg is reduced substantially to the cross section of webs, which limit the recess or the recesses. If only one, in particular rectangular recess is provided in the total area of the second leg, this is preferably limited by four webs, which at the same time form the two longitudinal edges and the two side edges. In addition, two or more recesses may be provided, which are separated by longitudinal and / or transverse webs.
- a recess by webs contributes to the dimensional stability of the bracket and is therefore to be preferred.
- a recess is limited only on three sides by a web and thus extends to a longitudinal or side edge.
- the bracket is a stamped / bent part. It is also proposed that at least one recess in the total area of the second leg is a punched-out.
- a support angle is particularly simple and inexpensive to produce from a sheet metal material.
- a flat part is first punched out of the sheet material, which corresponds to the development of the bracket.
- the at least one recess is likewise produced in this punching process.
- the flat part is bent to produce the angular shape of the bracket.
- the use of a sheet material also allows the production of a variety of flat parts in one step. In addition, the production can be completely automated.
- At least one edge region of the first leg and / or the second leg is reinforced by folding.
- the edge region can be folded or folded over one or more times, so that the material lies at least twice in the region of the fold.
- Particularly advantageous is a reinforcement by folding in the area of a proves Edge, in particular longitudinal edge, of the second leg, since this is weakened by the at least one recess or punched-out.
- the second leg has at least one spring tongue for receiving a holding profile.
- About the at least one spring tongue is a clamping connection of the holding profile with the bracket effected, which allows subsequent alignment of the clamped recorded holding profile.
- two spring tongues are provided on the second leg, which are arranged in parallel and allow a clamping at two points connection of the holding profile with the bracket.
- About the clamping connection at two points a pre-alignment of the holding profile is effected. This facilitates the assembly of the substructure.
- the spring tongue is integrally formed by using a punching / bending process with the bracket.
- a punching / bending process with the bracket.
- the spring tongue is formed with or provided for forming the spring tongue material is released.
- the released material is then formed into a spring tongue.
- the shaping of the spring tongue by bending always causes a gain of the second leg of the bracket, since in the bending region of the cross section is doubled and / or stiffened by the formation of a raised edge.
- the spring tongue is arranged substantially parallel to the second leg. If the spring tongue has been produced in one piece with the holding bracket by means of stamping and bending, this means that the material for forming the spring tongue has preferably once been folded over. In parallel alignment with the second leg of the bracket, the spring tongue - unlike an arrangement transverse to the second leg - easier technicallybiegen, so that the subsequent alignment of a spring clip over the clamping profile connected holding profile is simplified. Alternatively or additionally, it is proposed that the spring tongue forms an insertion bevel at its free end. This measure also facilitates the assembly of the substructure, since the insertion of the retaining profile between the spring tongue and the second leg is simplified. For preferably, the spring tongue is biased in the direction of the second leg to allow a clamping connection of the holding profile with the bracket. In contact with the insertion can then be pressed or bent over the retaining profile, the spring tongue.
- the first leg and / or the second leg has or possess at least one recess for receiving a fastening means.
- the attachment means which is preferably a screw
- the first leg of the bracket with the on-site substrate preferably the supporting structure of a building exterior wall or ceiling
- the second leg connected to a holding profile.
- at least one recess for receiving a fastening means is formed as a slot, as such allows a subsequent alignment of the bracket or the retaining profile without moving the recess for receiving the fastener.
- the assembly of the substructure can be further simplified.
- the slot thus allows the formation of a floating point.
- To form a fixed point may be provided as an alternative or in addition to at least one slot a round hole. Whether the training of sliding and / or fixed points is required can be found in the respective object statics.
- a plurality of differently shaped recesses for receiving fastening means are provided at least in the region of the first leg, so that - depending on the existing on-site background - the use of different fastening means is possible.
- on-site substrates whether concrete, wood or steel, it is therefore only a holding bracket vorzuhalten.
- the attachment of the bracket to the on-site ground is also preferred to make in such a way that the recorded on the bracket loads are safely introduced into the load-bearing construction of the building wall or ceiling.
- bracket made of metal, in particular of galvanized steel, stainless steel or aluminum, is made. Because these materials prove to be resistant to moisture and are therefore particularly suitable for outdoor use. Furthermore, these materials are available as a sheet material from which punching / bending parts can be produced in a simple manner.
- a stainless steel sheet is used to produce a holding angle according to the invention.
- Stainless steel is corrosion resistant and has a lower thermal conductivity than, for example, aluminum. As a result, the formation of a thermal bridge is further counteracted.
- a bracket made of stainless steel has a higher strength compared to a bracket made of aluminum. A bracket made of stainless steel can therefore accommodate greater loads, so that the projection or the distance between the on-site background and the facade element can be further increased.
- the bracket according to the invention is made of a sheet material having a thickness s between 0.5 mm and 2.5 mm, preferably between 1.0 mm and 2.0 mm.
- a distance of 40 cm can be bridged by means of the bracket.
- This allows the formation of an approximately equal single- or multi-layer thermal barrier coating, depending on whether between the thermal barrier coating and the facade element, an air layer is still arranged to form a ventilated curtain wall.
- protrusions can be achieved up to about 60 cm, when the facade substructure of the attachment of relatively light facade elements is used.
- the projection should be at least 25 cm, preferably at least 30 cm.
- the further proposed facade substructure for attaching at least one substantially plate-shaped facade element to an on-site substrate comprises at least one bracket according to the invention and at least one connectable to the bracket holding profile. Bracket and retaining profile together form a passive passive house suitable Substructure made.
- the Passivhaustaugzier the facade substructure is due in particular to the use of a bracket according to the invention. Because this allows the realization of insulation thicknesses, which take into account the significantly increased demands on the thermal insulation in passive houses.
- the bracket according to the invention is not only able to bridge large distances between the on-site ground or the supporting structure and the curtain wall curtain element, but has due to the at least one recess in its second leg a reduced heat-conducting cross-section. This reduces the heat flow through the substructure.
- the proposed facade substructure can be easily installed, regardless of the existing on-site background.
- the retaining profile of the proposed facade substructure for connection to the bracket and for receiving a substantially plate-shaped facade element L-shaped or T-shaped. It thus has at least one parallel to the second leg of the bracket alignable leg, so that they can be brought into contact with each other and connected.
- An at least temporary connection preferably takes place via at least one spring tongue formed on the second leg of the holding bracket, which enables a clamping connection of the holding profile with the holding angle.
- the clamping connection via the spring tongue allows alignment of the holding profile before it is finally attached via a fastening means, such as a screw or a rivet, on the bracket.
- the facade substructure may further comprise an insulator. This is preferably inserted between the retaining profile and the bracket of the facade substructure.
- the insulator consists of a poorly heat-conducting material and is preferably between the Placed contact surfaces of the holding profile and the bracket.
- the first leg 1 serves to attach the bracket 10 to an on-site substrate 11 (see Fig. 7 ) and has three each formed as a slot recesses 8 for receiving suitable fastening means, such as a screw 9, on.
- the first leg 1 has a width B, which in the present case is 4 cm, and a height H, which in the present case is 13.35 cm.
- the perpendicular to the first leg 1 arranged second leg 2 has the same height H as the first leg 1 and a projection A, which in the present case is 33 cm.
- the total area of the second leg 2 is therefore 440.55 cm 2 .
- the recesses 3 thus extend over a total area of 196 cm 2 .
- the area share of Recesses 3 is thus at least 40% of the total area of the second leg. 2
- the large-area recesses 3 have the consequence that the supporting cross-section of the bracket 10 is weakened because on all sides of the recesses 3 only material remains in web width.
- the edge regions 4 in the region of the longitudinal edges of the second leg 2 are therefore made reinforced by folding over. That is, in the edge regions 4, the material, in this case a stainless steel sheet, is double.
- a thin stainless steel sheet can be used from the starting material. In areas where reinforcement is needed, the material is simply duplicated. This allows a sparing use of the material.
- the thickness s of the presently used stainless steel sheet is 1.5 mm, so that by folding strengths are achieved, which amount to at least 3 mm.
- the folding over of the edge regions 4 of the second leg 2 has also been used in the present case to form spring tongues 5.
- the spring tongues 5 serve to receive a support profile 12 (see Fig. 7 ).
- the spring tongues 5 form at their free ends in each case an insertion bevel 6 (see Fig. 2 ).
- the distance between the spring tongues 5 to the second leg 2 is selected such that the spring tongues 5 (not shown) bear under bias on the inserted retaining profile 12 and a clamping force holding the retaining section 12 in abutment with the second leg 2 of the bracket 10.
- the second leg 2 of the bracket 2 therefore has recesses 7, 8, which serve to receive fastening means, in particular screws 9 (see Fig. 1 ). Of the recesses 7, 8, some are designed as round holes 7 and some as slots 8.
- the use of elongated holes for fastening a retaining profile 12 with the bracket 10 has the advantage that thermally induced changes in length of the retaining profile 12 can be added and compensated in the region of the slot attachment.
- FIG. 4-6 An alternative embodiment of a holding bracket 10 according to the invention is the Fig. 4-6 refer to. This is different from the one of Fig. 1-3 essentially in that the bracket 10 has a lower height H. The height H is now only 6.7 cm.
- the second leg 2 further has two rectangular recesses 3 of dimensions a 1 xb and a 2 xb, wherein only the dimension b has been changed. The dimension b is now 1 cm, which is due to the lower height H of the bracket 10.
- the recesses 3 thus extend over a total area of 24.5 cm 2 .
- the surface portion of the recesses 3 is thus at least 10% of the total area of the second leg 2, which in the present case is 221.1 cm 2 .
- the recesses 3 lead to a reduction of the heat-conducting cross section of the bracket 10, so that the heat flow through the bracket 10 is reduced.
- the large projection of the bracket 10 of 33 cm allows the formation of about 30-35 cm thick thermal barrier coatings.
- the bracket 10 in conjunction with a retaining profile 12 forms a passive house suitable facade substructure.
- the reinforced edge portions 4 of the bracket 10 for sufficient load capacity, so that even heavy facade elements, such as glass or natural stone slabs, over a Façade substructure according to the invention can be attached to an on-site support.
- a facade substructure according to the invention comprising at least one holding angle 10 and a holding profile 12 is exemplary in the Fig. 7 shown.
- the on-site substrate 11 in the present case forms a solid exterior building wall, to which the bracket 10 of the facade substructure is attached.
- the first leg 1 of the bracket 10 is thereby indirectly on a possible unevenness compensating intermediate layer on the on-site substrate 11, so that the height H of the bracket 10 is available in the main load direction.
- the height H is interrupted by the recesses 3, so that only a reduced cross-section for load transfer remains. Due to the reinforced edge portions 4, however, this is sufficiently dimensioned.
- the reinforced edge portions 4 of the second leg 2 form at the same time on their side facing away from the base 11 ends spring tongues 5, which serve to receive a support section 12 and an insulator 13, which is placed in the region of the receptacle to the support section 12.
- the insulator 13 is not absolutely necessary for the formation of a passive house-compatible facade substructure, but is of advantage since a thermal separation of the retaining profile 12 from the mounting bracket 10 is effected via this.
- the holding profile 12 itself may be made of a poorly heat-conducting material, so that in this case an insulator 13 would be superfluous.
- the invention is not on the in the Fig. 1-7 illustrated embodiments, but also includes modifications. These may relate in particular to the specific design, number and arrangement of the recess / recesses 3 of the second leg 2 of the bracket 10 and the specific design, number and arrangement of the spring tongue / spring tongues 5. Furthermore, the dimensions of the bracket should be selected according to the requirements.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
Abstract
Description
Die Erfindung betrifft einen Haltewinkel für eine Fassadenunterkonstruktion zur Befestigung wenigstens eines im Wesentlichen plattenförmigen Fassadenelements an einem bauseitigen Untergrund mit den Merkmalen des Oberbegriffes des Anspruchs 1. Des Weiteren betrifft die Erfindung eine Fassadenunterkonstruktion mit einem solchen Haltewinkel.The invention relates to a bracket for a facade substructure for attaching at least one substantially plate-shaped facade element to an on-site substrate with the features of the preamble of
Fassadenunterkonstruktionen der vorstehend genannten Art ermöglichen die Ausbildung vorgehängter, hinterlüfteter Fassaden, wobei unter Fassaden vorliegend nicht nur senkrechte, sondern auch geneigte Wandflächen sowie waagerechte Deckenflächen verstanden werden. Fassaden bilden den außen liegenden Abschluss von Bauteilen aus, die einen Innenraum von einem Außenraum trennen. Demzufolge werden an derartige Bauteile hohe Anforderungen im Hinblick auf den Wärmeschutz gestellt. Dem wird üblicherweise dadurch Rechnung getragen, dass eine ein- oder mehrlagige Wärmedämmschicht außen auf die tragende Konstruktion des Bauteils aufgebracht wird, die nachfolgend verputzt oder - im Falle einer vorgehängten, hinterlüfteten Fassade - mit Fassadenelementen verkleidet wird.Façade substructures of the abovementioned type enable the formation of curtain-type, ventilated facades, wherein façades in the present case are understood to mean not only vertical but also inclined wall surfaces and horizontal ceiling surfaces. Façades form the exterior termination of components that separate an interior from an exterior space. Consequently, high demands are placed on such components in terms of thermal protection. This is usually taken into account that a single or multi-layer thermal barrier coating is applied to the outside of the supporting structure of the component, which is subsequently plastered or - in the case of a curtain, ventilated facade - clad with facade elements.
Um die an ein Niedrigenergiehaus oder ein Passivhaus gestellten Anforderungen hinsichtlich des Wärmeschutzes zu erfüllen, sind deutlich stärkere ein- oder mehrlagige Wärmedämmschichten erforderlich, welche das Anbringen von Fassadenelementen zur Realisierung vorgehängter, hinterlüfteter Fassaden erschweren. Denn die Fassadenelemente müssen über eine geeignete Unterkonstruktion durch die Wärmedämmschicht hindurch an der tragenden Konstruktion des Bauteils befestigt werden. Mit zunehmender Stärke der Wärmedämmschicht steigt demnach die Traglast der Unterkonstruktion, da es einen größeren Abstand der Fassadenelemente zur tragenden Konstruktion zu überbrücken gilt. Finden zudem Fassadenelemente aus Naturstein, Glas oder dergleichen Einsatz, die ein hohes Gewicht aufweisen, kann eine dauerhaft sichere Befestigung dieser Elemente nur durch eine besonders stabile, insbesondere formsteife Unterkonstruktion gewährleistet werden. In der Regel werden daher derartige Unterkonstruktionen aus Metallprofilen, insbesondere aus Stahl- oder Edelstahlprofilen, hergestellt. Diese weisen jedoch den Nachteil auf, dass sie Wärme sehr gut leiten und demnach die Ausbildung von Wärmebrücken fördern. Gerade dies gilt es jedoch zu vermeiden. Aus dem Stand der Technik sind daher Unterkonstruktionen für Fassaden bekannt, die mehrere Profile umfassen, die welche zur Vermeidung von Wärmebrücken thermisch voneinander getrennt sind.In order to meet the requirements placed on a low-energy house or a passive house with regard to thermal insulation, significantly stronger single-layer or multi-layered thermal barrier coatings are required, which make it more difficult to install facade elements to realize curtain-ventilated facades. Because the facade elements must have a suitable substructure through the thermal barrier coating on the supporting Construction of the component to be attached. With increasing strength of the thermal insulation layer therefore increases the load of the substructure, as it applies a larger distance of the facade elements to the supporting structure to bridge. If façade elements made of natural stone, glass or the like are used which have a high weight, a permanently secure attachment of these elements can be ensured only by a particularly stable, in particular dimensionally stable substructure. In general, therefore, such substructures of metal profiles, in particular steel or stainless steel profiles produced. However, these have the disadvantage that they conduct heat very well and thus promote the formation of thermal bridges. However, this is precisely what should be avoided. Therefore, substructures for facades are known from the prior art, which comprise a plurality of profiles which are thermally separated from each other to avoid thermal bridges.
Eine mehrteilige Unterkonstruktion ist beispielsweise aus der Gebrauchsmusterschrift
Ausgehend von dem vorstehend genannten Stand der Technik liegt der vorliegenden Erfindung die Aufgabe zugrunde, einen Haltewinkel für eine Fassadenunterkonstruktion anzugeben, der einerseits die Ausbildung einer passivhaustauglichen Fassadenunterkonstruktion ermöglicht und andererseits hohe Lasten aufzunehmen vermag. Ferner soll eine passivhaustaugliche Fassadenunterkonstruktion angegeben werden.Based on the above-mentioned prior art, the present invention has the object to provide a bracket for a facade substructure, which allows on the one hand the formation of a passivhaustauglichen facade substructure and on the other hand is able to absorb high loads. Furthermore, a Passivhaustaugliche facade substructure should be specified.
Zur Lösung der Aufgaben werden ein Haltewinkel mit den Merkmalen des Anspruchs 1 sowie eine Fassadenkonstruktion mit den Merkmalen des Anspruchs 9 vorgeschlagen. Bevorzugte Weiterbildungen der Erfindung sind in den jeweiligen Unteransprüchen angegeben.To solve the problems, a bracket with the features of
Der vorgeschlagene Haltewinkel für eine Fassadenunterkonstruktion zur Befestigung wenigstens eines im Wesentlichen plattenförmigen Fassadenelements an einem bauseitigen Untergrund umfasst einen ersten Schenkel zur Befestigung am bauseitigen Untergrund und einen zum ersten Schenkel im Wesentlichen senkrecht angeordneten zweiten Schenkel zur Aufnahme eines Halteprofils des Fassadensystems. Erfindungsgemäß besitzt der zweite Schenkel eine Gesamtfläche, in der wenigstens eine Aussparung vorgesehen ist, wobei der Flächenanteil der einen Aussparung oder der mehreren Aussparungen wenigstens 10%, vorzugsweise wenigstens 25%, weiterhin vorzugsweise wenigstens 40% der Gesamtfläche des zweiten Schenkels beträgt.The proposed bracket for a facade substructure for attaching at least one substantially plate-shaped facade element to an on-site base comprises a first leg for attachment to the on-site background and the first leg substantially perpendicularly arranged second leg for receiving a retaining profile of the facade system. According to the invention, the second leg has a total area in which at least one recess is provided, wherein the area ratio of the one or more recesses is at least 10%, preferably at least 25%, more preferably at least 40% of the total area of the second leg.
Durch die wenigstens eine Aussparung wird nicht nur Material eingespart und damit das Eigengewicht des Haltewinkels reduziert, sondern zugleich der wärmeleitende Querschnitt des zweiten Schenkels verringert. Denn durch die Anordnung wenigstens einer Aussparung in der Gesamtfläche des zweiten Schenkels wird der wärmeleitende Querschnitt im Wesentlichen auf den Querschnitt von Stegen reduziert, welche die Aussparung bzw. die Aussparungen begrenzen. Sofern nur eine, insbesondere rechteckige Aussparung in der Gesamtfläche des zweiten Schenkels vorgesehen ist, wird diese bevorzugt von vier Stegen begrenzt, welche zugleich die beiden Längskanten und die beiden Seitenkanten ausbilden. Darüber hinaus können auch zwei oder mehr Aussparungen vorgesehen sein, welche durch längs- und/oder querverlaufende Stege voneinander getrennt werden. Die allseitige Begrenzung einer Aussparung durch Stege trägt zur Formsteifigkeit des Haltewinkels bei und ist demnach zu bevorzugen. Darüber hinaus kann vorgesehen sein, dass eine Aussparung lediglich an drei Seiten von einem Steg begrenzt wird und sich somit bis hin zu einer Längs- oder Seitenkante erstreckt.By at least one recess not only material is saved and thus reduces the weight of the bracket, but at the same time the heat-conducting Reduced cross-section of the second leg. Because the arrangement of at least one recess in the total area of the second leg, the heat-conducting cross section is reduced substantially to the cross section of webs, which limit the recess or the recesses. If only one, in particular rectangular recess is provided in the total area of the second leg, this is preferably limited by four webs, which at the same time form the two longitudinal edges and the two side edges. In addition, two or more recesses may be provided, which are separated by longitudinal and / or transverse webs. The all-round limitation of a recess by webs contributes to the dimensional stability of the bracket and is therefore to be preferred. In addition, it can be provided that a recess is limited only on three sides by a web and thus extends to a longitudinal or side edge.
Gemäß einer bevorzugten Ausführungsform der Erfindung ist der Haltewinkel ein Stanz-/Biegeteil. Ferner wird vorgeschlagen, dass wenigstens eine Aussparung in der Gesamtfläche des zweiten Schenkels eine Ausstanzung ist. Ein solcher Haltwinkel ist besonders einfach und kostengünstig aus einem Blechmaterial herstellbar. Hierzu wird zunächst aus dem Blechmaterial ein Flachteil ausgestanzt, das der Abwicklung des Haltewinkels entspricht. Die wenigstens eine Aussparung wird in diesem Stanzprozess ebenfalls gleich hergestellt. Danach wird das Flachteil gebogen, um die Winkelform des Haltewinkels herzustellen. Die Verwendung eines Blechmaterials ermöglicht zudem die Herstellung einer Vielzahl von Flachteilen in einem Arbeitsschritt. Zudem kann die Herstellung vollständig automatisiert erfolgen.According to a preferred embodiment of the invention, the bracket is a stamped / bent part. It is also proposed that at least one recess in the total area of the second leg is a punched-out. Such a support angle is particularly simple and inexpensive to produce from a sheet metal material. For this purpose, a flat part is first punched out of the sheet material, which corresponds to the development of the bracket. The at least one recess is likewise produced in this punching process. Thereafter, the flat part is bent to produce the angular shape of the bracket. The use of a sheet material also allows the production of a variety of flat parts in one step. In addition, the production can be completely automated.
Gemäß einer Weiterbildung der Erfindung wird vorgeschlagen, dass wenigstens ein Kantenbereich des ersten Schenkels und/oder des zweiten Schenkels durch Umfalten verstärkt ist. Der Kantenbereich kann dabei einfach oder mehrfach umgefaltet bzw. gefaltet sein, so dass im Bereich der Faltung das Material zumindest doppelt liegt. Besonders vorteilhaft erweist sich eine Verstärkung durch Umfalten im Bereich einer Kante, insbesondere Längskante, des zweiten Schenkels, da dieser durch die wenigstens eine Aussparung bzw. Ausstanzung geschwächt wird. Durch Verstärken wenigstens einer Längskante des zweiten Schenkels wird die Formsteifigkeit des Haltewinkels in einer der Hauptbelastungsrichtungen, nämlich quer zum Kragarm des Haltewinkels, erhöht, so dass der Haltewinkel in der Lage ist, höhere Lasten aufzunehmen. In den weniger belasteten Bereichen kann der Haltewinkel demgegenüber unverstärkt bleiben, so dass das Material, insbesondere Blechmaterial, hier lediglich einfach liegt. Dadurch kann ein ökonomischer Materialeinsatz bewirkt werden, der sich wiederum günstig auf die Kosten auswirkt.According to one embodiment of the invention it is proposed that at least one edge region of the first leg and / or the second leg is reinforced by folding. The edge region can be folded or folded over one or more times, so that the material lies at least twice in the region of the fold. Particularly advantageous is a reinforcement by folding in the area of a proves Edge, in particular longitudinal edge, of the second leg, since this is weakened by the at least one recess or punched-out. By reinforcing at least one longitudinal edge of the second leg, the stiffness of the mounting bracket in one of the main load directions, namely transversely to the cantilever arm of the bracket is increased, so that the bracket is able to accommodate higher loads. In contrast, in the less stressed areas of the bracket can remain unreinforced, so that the material, in particular sheet metal, here simply lies. As a result, an economical use of material can be effected, which in turn has a favorable effect on the costs.
Als weiterbildende Maßnahme wird ferner vorgeschlagen, dass der zweite Schenkel wenigstens eine Federzunge zur Aufnahme eines Halteprofils besitzt. Über die wenigstens eine Federzunge ist eine klemmende Verbindung des Halteprofils mit dem Haltewinkel bewirkbar, welche ein nachträgliches Ausrichten des klemmend aufgenommenen Halteprofils ermöglicht. Vorzugsweise sind zwei Federzungen am zweiten Schenkel vorgesehen, die parallel angeordnet sind und eine an zwei Punkten klemmende Verbindung des Halteprofils mit dem Haltewinkel ermöglichen. Über die klemmende Verbindung an zwei Punkten wird eine Vorausrichtung des Halteprofils bewirkt. Dadurch wird die Montage der Unterkonstruktion erleichtert.As a further development measure, it is further proposed that the second leg has at least one spring tongue for receiving a holding profile. About the at least one spring tongue is a clamping connection of the holding profile with the bracket effected, which allows subsequent alignment of the clamped recorded holding profile. Preferably, two spring tongues are provided on the second leg, which are arranged in parallel and allow a clamping at two points connection of the holding profile with the bracket. About the clamping connection at two points a pre-alignment of the holding profile is effected. This facilitates the assembly of the substructure.
Bevorzugt ist die Federzunge durch Einsatz eines Stanz-/Biegeverfahrens einstückig mit dem Haltewinkel ausgebildet. Das heißt, dass beim Stanzen des Flachteils zur Herstellung des Haltewinkels zugleich die Federzunge mit ausgebildet bzw. das zur Ausformung der Federzunge vorgesehene Material freigestellt wird. In einem späteren Biegeprozess wird dann das freigestellte Material zur Federzunge ausgeformt. Dadurch kann die Herstellung eines Haltewinkels mit Federzunge vereinfacht und kostengünstiger gestaltet werden. Zudem bewirkt die Ausformung der Federzunge durch Biegen immer auch eine Verstärkung des zweiten Schenkels des Haltewinkels, da im Biegebereich der Querschnitt verdoppelt und/oder durch Ausbildung einer Aufkantung ausgesteift wird.Preferably, the spring tongue is integrally formed by using a punching / bending process with the bracket. This means that when punching the flat part for producing the bracket at the same time the spring tongue is formed with or provided for forming the spring tongue material is released. In a later bending process, the released material is then formed into a spring tongue. As a result, the production of a bracket with spring tongue can be simplified and made cheaper. In addition, the shaping of the spring tongue by bending always causes a gain of the second leg of the bracket, since in the bending region of the cross section is doubled and / or stiffened by the formation of a raised edge.
Weiterhin bevorzugt ist die Federzunge im Wesentlichen parallel zum zweiten Schenkel angeordnet. Sofern die Federzunge mittels Stanzen und Biegen einstückig mit dem Haltewinkel hergestellt worden ist, bedeutet dies, dass das Material zur Ausbildung der Federzunge vorzugsweise einmal umgefaltet worden ist. In paralleler Ausrichtung zum zweiten Schenkel des Haltewinkels lässt sich die Federzunge - im Unterschied zu einer Anordnung quer zum zweiten Schenkel - leichter aufbiegen, so dass das nachträgliche Ausrichten eines über die Federzunge klemmend verbundenen Halteprofils vereinfacht wird. Alternativ oder ergänzend wird vorgeschlagen, dass die Federzunge an ihrem freien Ende eine Einführschräge ausbildet. Auch diese Maßnahme erleichtert die Montage der Unterkonstruktion, da das Einführen des Halteprofils zwischen die Federzunge und den zweiten Schenkel vereinfacht wird. Denn vorzugsweise ist die Federzunge in Richtung des zweiten Schenkels vorgespannt, um eine klemmende Verbindung des Halteprofils mit dem Haltewinkel zu ermöglichen. In Anlage mit der Einführschräge kann dann über das Halteprofil die Federzunge aufgedrückt bzw. aufgebogen werden.Further preferably, the spring tongue is arranged substantially parallel to the second leg. If the spring tongue has been produced in one piece with the holding bracket by means of stamping and bending, this means that the material for forming the spring tongue has preferably once been folded over. In parallel alignment with the second leg of the bracket, the spring tongue - unlike an arrangement transverse to the second leg - easier aufgebiegen, so that the subsequent alignment of a spring clip over the clamping profile connected holding profile is simplified. Alternatively or additionally, it is proposed that the spring tongue forms an insertion bevel at its free end. This measure also facilitates the assembly of the substructure, since the insertion of the retaining profile between the spring tongue and the second leg is simplified. For preferably, the spring tongue is biased in the direction of the second leg to allow a clamping connection of the holding profile with the bracket. In contact with the insertion can then be pressed or bent over the retaining profile, the spring tongue.
Vorteilhafterweise besitzt bzw. besitzen der erste Schenkel und/oder der zweite Schenkel wenigstens eine Ausnehmung zur Aufnahme eines Befestigungsmittels. Über das Befestigungsmittel, wobei es sich vorzugsweise um eine Schraube handelt, ist bzw. sind der erste Schenkel des Haltewinkels mit dem bauseitigen Untergrund, vorzugsweise der tragenden Konstruktion einer Gebäudeaußenwand oder -decke, und/oder der zweite Schenkel mit einem Halteprofil verbindbar. Im Falle einer Schraubverbindung ist ein nachträgliches Lösen der Verbindung möglich, um beispielsweise den Haltewinkel bzw. das Halteprofil bei Bedarf neu auszurichten. Vorteilhafterweise ist wenigstens eine Ausnehmung zur Aufnahme eines Befestigungsmittels als Langloch ausgebildet, da ein solches ein nachträgliches Ausrichten des Haltewinkels bzw. des Halteprofils ohne Versetzen der Ausnehmung zur Aufnahme des Befestigungsmittels ermöglicht. Dadurch kann die Montage der Unterkonstruktion weiter vereinfacht werden. Bevorzugt wird eine als Langloch ausgebildete Ausnehmung zur Aufnahme eines Befestigungsmittels mittels Stanzen hergestellt. Als Langlöcher ausgeführte Öffnungen ermöglichen darüber hinaus die Aufnahme thermisch bedingter Längenänderungen, sofern das im Langloch aufgenommene Befestigungsmittel zumindest eine geringfügige Verschiebung des Halteprofils gegenüber dem Untergrund zulässt. Das Langloch ermöglicht demnach die Ausbildung eines Gleitpunktes. Zur Ausbildung eines Festpunktes kann alternativ oder ergänzend zu wenigstens einem Langloch ein Rundloch vorgesehen sein. Ob die Ausbildung von Gleit- und/oder Festpunkten erforderlich ist, ist der jeweiligen Obj ektstatik zu entnehmen.Advantageously, the first leg and / or the second leg has or possess at least one recess for receiving a fastening means. About the attachment means, which is preferably a screw, is or are the first leg of the bracket with the on-site substrate, preferably the supporting structure of a building exterior wall or ceiling, and / or the second leg connected to a holding profile. In the case of a screw, a subsequent release of the connection is possible, for example, to reorient the bracket or the retaining profile as needed. Advantageously, at least one recess for receiving a fastening means is formed as a slot, as such allows a subsequent alignment of the bracket or the retaining profile without moving the recess for receiving the fastener. As a result, the assembly of the substructure can be further simplified. Preferred is a slot formed recess for receiving a fastener made by punching. Openings designed as elongated holes moreover make it possible to absorb thermally induced changes in length, provided that the fastening means received in the oblong hole permits at least a slight displacement of the retaining profile relative to the ground. The slot thus allows the formation of a floating point. To form a fixed point may be provided as an alternative or in addition to at least one slot a round hole. Whether the training of sliding and / or fixed points is required can be found in the respective object statics.
Vorzugsweise sind zumindest im Bereich des ersten Schenkels mehrere unterschiedlich geformte Ausnehmungen zur Aufnahme von Befestigungsmitteln vorgesehen, so dass - jeweils in Abhängigkeit vom vorhandenen bauseitigen Untergrund - der Einsatz verschiedener Befestigungsmittel möglich ist. Für alle bauseitigen Untergründe, egal ob Beton, Holz oder Stahl, gilt es demnach nur noch einen Haltewinkel vorzuhalten.Preferably, a plurality of differently shaped recesses for receiving fastening means are provided at least in the region of the first leg, so that - depending on the existing on-site background - the use of different fastening means is possible. For all on-site substrates, whether concrete, wood or steel, it is therefore only a holding bracket vorzuhalten.
Die Befestigung des Haltewinkels am bauseitigen Untergrund ist ferner bevorzugt in der Weise vorzunehmen, dass die über den Haltewinkel aufgenommenen Lasten sicher in die tragende Konstruktion der Gebäudewand oder -decke eingeleitet werden.The attachment of the bracket to the on-site ground is also preferred to make in such a way that the recorded on the bracket loads are safely introduced into the load-bearing construction of the building wall or ceiling.
Um eine möglichst dauerhaft sichere Befestigung wenigstens eines im Wesentlichen plattenförmigen Fassadenelements an einem bauseitigen Untergrund zu ermöglichen, wird ferner vorgeschlagen, dass der Haltewinkel aus Metall, insbesondere aus verzinktem Stahl, Edelstahl oder Aluminium, gefertigt ist. Denn diese Werkstoffe erweisen sich als beständig gegen Feuchtigkeit und sind demnach insbesondere für den Einsatz im Außenbereich geeignet. Ferner liegen diese Werkstoffe als Blechmaterial vor, aus dem sich in einfacher Weise Stanz-/Biegeteile herstellen lassen.In order to enable the most permanent secure attachment of at least one substantially plate-shaped facade element to an on-site substrate, it is further proposed that the bracket made of metal, in particular of galvanized steel, stainless steel or aluminum, is made. Because these materials prove to be resistant to moisture and are therefore particularly suitable for outdoor use. Furthermore, these materials are available as a sheet material from which punching / bending parts can be produced in a simple manner.
Besonders bevorzugt wird zur Herstellung eines erfindungsgemäßen Haltewinkels ein Edelstahlblech verwendet. Edelstahl ist korrosionsbeständig und weist eine geringere Wärmeleitfähigkeit als beispielsweise Aluminium auf. Dadurch wird der Ausbildung einer Wärmebrücke weiter entgegen gewirkt. Zudem weist ein aus Edelstahl hergestellter Haltewinkel eine höhere Festigkeit gegenüber einem aus Aluminium gefertigten Haltewinkel auf. Ein aus Edelstahl hergestellter Haltewinkel kann demnach größere Lasten aufnehmen, so dass die Ausladung bzw. der Abstand zwischen dem bauseitigen Untergrund und dem Fassadenelement weiter vergrößert werden kann.Particularly preferably, a stainless steel sheet is used to produce a holding angle according to the invention. Stainless steel is corrosion resistant and has a lower thermal conductivity than, for example, aluminum. As a result, the formation of a thermal bridge is further counteracted. In addition, a bracket made of stainless steel has a higher strength compared to a bracket made of aluminum. A bracket made of stainless steel can therefore accommodate greater loads, so that the projection or the distance between the on-site background and the facade element can be further increased.
Vorzugsweise wird der erfindungsgemäße Haltewinkel aus einem Blechmaterial hergestellt, das eine Stärke s zwischen 0,5 mm und 2,5 mm, vorzugsweise zwischen 1,0 mm und 2,0 mm, besitzt. Soweit wenigstens ein Kantenbereich durch Umfalten verstärkt ist, können aus derartigem Blechmaterial Haltewinkel mit einer Ausladung bis etwa 40 cm hergestellt werden. Das heißt, dass mittels des Haltewinkels ein Abstand von 40 cm überbrückbar ist. Dies ermöglicht die Ausbildung einer in etwa gleich starken ein- oder mehrlagigen Wärmedämmschicht, je nachdem, ob zwischen der Wärmedämmschicht und dem Fassadenelement noch eine Luftschicht zur Ausbildung einer hinterlüfteten vorgehängten Fassade angeordnet ist. Darüber hinaus können Ausladungen bis etwa 60 cm erreicht werden, wenn die Fassadenunterkonstruktion der Befestigung relativ leichter Fassadenelemente dient. Um den Passivhausstandard zu erreichen, sollte die Ausladung mindestens 25 cm, vorzugsweise mindestens 30 cm betragen.Preferably, the bracket according to the invention is made of a sheet material having a thickness s between 0.5 mm and 2.5 mm, preferably between 1.0 mm and 2.0 mm. Insofar as at least one edge region is reinforced by folding over, holding brackets with a projection of up to about 40 cm can be produced from such sheet metal material. This means that a distance of 40 cm can be bridged by means of the bracket. This allows the formation of an approximately equal single- or multi-layer thermal barrier coating, depending on whether between the thermal barrier coating and the facade element, an air layer is still arranged to form a ventilated curtain wall. In addition, protrusions can be achieved up to about 60 cm, when the facade substructure of the attachment of relatively light facade elements is used. To reach the passive house standard, the projection should be at least 25 cm, preferably at least 30 cm.
Die ferner vorgeschlagene Fassadenunterkonstruktion zur Befestigung wenigstens eines im Wesentlichen plattenförmigen Fassadenelementes an einem bauseitigen Untergrund umfasst wenigstens einen erfindungsgemäßen Haltewinkel sowie wenigstens ein mit dem Haltewinkel verbindbares Halteprofil. Haltewinkel und Halteprofil bilden gemeinsam eine vorzugsweise passivhaustaugliche Unterkonstruktion aus. Die Passivhaustauglichkeit der Fassadenunterkonstruktion ist dabei insbesondere auf die Verwendung eines erfindungsgemäßen Haltewinkels zurückzuführen. Denn dieser ermöglicht die Realisierung von Dämmschichtstärken, die den deutlich erhöhten Anforderungen an den Wärmeschutz bei Passivhäusern Rechnung tragen. Der erfindungsgemäße Haltewinkel vermag jedoch nicht nur große Abstände zwischen dem bauseitigen Untergrund bzw. der tragenden Konstruktion und dem vorgehängten Fassadenelement zu überbrücken, sondern weist aufgrund der wenigstens einen Aussparung in seinem zweiten Schenkel einen reduzierten wärmeleitenden Querschnitt auf. Dadurch wird der Wärmeabfluss über die Unterkonstruktion verringert. Des Weiteren lässt sich die vorgeschlagene Fassadenunterkonstruktion leicht montieren und zwar unabhängig vom jeweils vorhandenen bauseitigen Untergrund.The further proposed facade substructure for attaching at least one substantially plate-shaped facade element to an on-site substrate comprises at least one bracket according to the invention and at least one connectable to the bracket holding profile. Bracket and retaining profile together form a passive passive house suitable Substructure made. The Passivhaustauglichkeit the facade substructure is due in particular to the use of a bracket according to the invention. Because this allows the realization of insulation thicknesses, which take into account the significantly increased demands on the thermal insulation in passive houses. However, the bracket according to the invention is not only able to bridge large distances between the on-site ground or the supporting structure and the curtain wall curtain element, but has due to the at least one recess in its second leg a reduced heat-conducting cross-section. This reduces the heat flow through the substructure. Furthermore, the proposed facade substructure can be easily installed, regardless of the existing on-site background.
Gemäß einer bevorzugten Ausführungsform ist das Halteprofil der vorgeschlagenen Fassadenunterkonstruktion zur Verbindung mit dem Haltewinkel und zur Aufnahme eines im Wesentlichen plattenförmigen Fassadenelementes L- oder T-förmig ausgebildet. Es weist somit wenigstens einen parallel zum zweiten Schenkel des Haltewinkels ausrichtbaren Schenkel auf, so dass diese miteinander in Anlage gebracht und verbunden werden können. Eine zumindest temporäre Verbindung erfolgt bevorzugt über wenigstens eine am zweiten Schenkel des Haltewinkels ausgebildete Federzunge, welche eine klemmende Verbindung des Halteprofils mit dem Haltewinkel ermöglicht. Die klemmende Verbindung über die Federzunge erlaubt ein Ausrichten des Halteprofils, bevor dieses endgültig über ein Befestigungsmittel, wie beispielsweise eine Schraube oder einen Niet, am Haltewinkel befestigt wird.According to a preferred embodiment, the retaining profile of the proposed facade substructure for connection to the bracket and for receiving a substantially plate-shaped facade element L-shaped or T-shaped. It thus has at least one parallel to the second leg of the bracket alignable leg, so that they can be brought into contact with each other and connected. An at least temporary connection preferably takes place via at least one spring tongue formed on the second leg of the holding bracket, which enables a clamping connection of the holding profile with the holding angle. The clamping connection via the spring tongue allows alignment of the holding profile before it is finally attached via a fastening means, such as a screw or a rivet, on the bracket.
Um eine thermische Trennung zu bewirken, kann die Fassadenunterkonstruktion ferner einen Isolator umfassen. Dieser ist bevorzugt zwischen dem Halteprofil und dem Haltewinkel der Fassadenunterkonstruktion einlegbar. Der Isolator besteht aus einem schlecht wärmeleitenden Material und wird vorzugsweise zwischen die Anlageflächen des Halteprofils und des Haltewinkels gelegt.To effect a thermal separation, the facade substructure may further comprise an insulator. This is preferably inserted between the retaining profile and the bracket of the facade substructure. The insulator consists of a poorly heat-conducting material and is preferably between the Placed contact surfaces of the holding profile and the bracket.
Bevorzugte Ausführungsformen eines erfindungsgemäßen Haltewinkels sowie einer einen solchen Haltewinkel umfassenden Fassadenunterkonstruktion werden nachfolgend anhand der Zeichnungen näher beschrieben. Diese zeigen:
- Fig. 1-3
- jeweils eine Seitenansicht eines ersten erfindungsgemäßen Haltewinkels,
- Fig. 4-6
- jeweils eine Seitenansicht eines weiteren erfindungsgemäßen Haltewinkels und
- Fig. 7
- eine perspektivische Darstellung einer erfindungsgemäßen Fassadenunterkonstruktion.
- Fig. 1-3
- each a side view of a first bracket according to the invention,
- Fig. 4-6
- each a side view of another bracket according to the invention and
- Fig. 7
- a perspective view of a facade substructure according to the invention.
Der in den
Die großflächigen Aussparungen 3 haben zur Folge, dass der tragende Querschnitt des Haltewinkels 10 geschwächt wird, da zu allen Seiten der Aussparungen 3 lediglich Material in Stegbreite verbleibt. Die Kantenbereiche 4 im Bereich der Längskanten des zweiten Schenkels 2 sind daher durch Umfalten verstärkt ausgeführt. Das heißt, dass in den Kantenbereichen 4 das Material, vorliegend ein Edelstahlblech, doppelt liegt. Gleiches gilt für die Kantenbereiche 4 des ersten Schenkels 1, welche ebenfalls durch Umfalten verstärkt sind. Da sich in den Kantenbereichen 4 des ersten Schenkels 1 jeweils eine als Langloch ausgebildete Ausnehmung 8 befindet, wurde das umgefaltete Material im Bereich des Langlochs ausgespart. Durch das Umfalten der Kantenbereiche 4 kann aus Ausgangsmaterial ein dünnes Edelstahlblech verwendet werden. In den Bereichen, in denen es einer Verstärkung bedarf, wird das Material einfach doppelt gelegt. Dies ermöglicht einen sparsamen Umgang mit dem Material. Die Stärke s des vorliegend verwendeten Edelstahlbleches beträgt 1,5 mm, so dass durch Umfalten Stärken erreicht werden, die wenigstens 3 mm betragen.The large-
Das Umfalten der Kantenbereiche 4 des zweiten Schenkels 2 wurde vorliegend ferner zur Ausbildung von Federzungen 5 genutzt. Die Federzungen 5 dienen der Aufnahme eines Tragprofils 12 (siehe
Eine alternative Ausführungsform eines erfindungsgemäßen Haltewinkels 10 ist den
Die Aussparungen 3 führen zu einer Verringerung des wärmeleitenden Querschnitts des Haltewinkels 10, so dass der Wärmeabfluss über den Haltewinkel 10 verringert wird. Die große Ausladung des Haltewinkels 10 von 33 cm ermöglicht die Ausbildung von etwa 30-35 cm starken Wärmedämmschichten. Dadurch bildet der Haltewinkel 10 in Zusammenspiel mit einem Halteprofil 12 eine passivhaustaugliche Fassadenunterkonstruktion aus. Zugleich sorgen die verstärkten Kantenbereiche 4 des Haltewinkels 10 für eine ausreichende Tragfähigkeit, so dass selbst schwere Fassadenelemente, wie beispielsweise Glas- oder Natursteinplatten, über eine erfindungsgemäße Fassadenunterkonstruktion an einem bauseitigen Untergrund befestigt werden können.The
Eine erfindungsgemäße Fassadenunterkonstruktion umfassend wenigstens einen Haltwinkel 10 und ein Halteprofil 12 ist beispielhaft in der
Die Erfindung ist nicht auf die in den
- 11
- Erster SchenkelFirst leg
- 22
- Zweiter SchenkelSecond thigh
- 33
- Aussparungrecess
- 44
- Kantenbereichedge region
- 55
- Federzungespring tongue
- 66
- Einführschrägechamfer
- 77
- Ausnehmung, RundlochRecess, round hole
- 88th
- Ausnehmung, LanglochRecess, oblong hole
- 99
- Schraubescrew
- 1010
- Haltewinkelbracket
- 1111
- Bauseitiger UntergrundOn-site underground
- 1212
- Halteprofilretaining profile
- 1313
- Isolatorinsulator
Claims (11)
dadurch gekennzeichnet, dass der Haltewinkel (10) ein Stanz-Biegeteil und/oder wenigstens eine Aussparung (3) eine Ausstanzung ist.Bracket according to claim 1,
characterized in that the bracket (10) is a stamped and bent part and / or at least one recess (3) is a punched out.
dadurch gekennzeichnet, dass wenigstens ein Kantenbereich (4) des ersten Schenkels (1) und/oder des zweiten Schenkels (2) durch Umfalten verstärkt ist.Bracket according to claim 1 or 2,
characterized in that at least one edge region (4) of the first leg (1) and / or the second leg (2) is reinforced by folding.
dadurch gekennzeichnet, dass der zweite Schenkel (2) wenigstens eine Federzunge (5) zur Aufnahme eines Halteprofils (12) besitzt.Bracket according to one of the preceding claims,
characterized in that the second leg (2) has at least one spring tongue (5) for receiving a retaining profile (12).
dadurch gekennzeichnet, dass die Federzunge (5) einstückig mit dem Haltewinkel (10) ausgebildet ist.Bracket according to claim 4,
characterized in that the spring tongue (5) is formed integrally with the bracket (10).
dadurch gekennzeichnet, dass die Federzunge (5) im Wesentlichen parallel zum zweiten Schenkel (2) angeordnet ist und/oder an ihrem freien Ende eine Einführschräge (6) ausbildet.Bracket according to one of the preceding claims,
characterized in that the spring tongue (5) is arranged substantially parallel to the second leg (2) and / or forms an insertion bevel (6) at its free end.
dadurch gekennzeichnet, dass der erste Schenkel (1) und/oder der zweite Schenkel (2) wenigstens eine Ausnehmung (7, 8) zur Aufnahme eines Befestigungsmittels, insbesondere einer Schraube (9), besitzt bzw. besitzen, wobei vorzugsweise wenigstens eine Ausnehmung (8) als Langloch ausgebildet ist.Bracket according to one of the preceding claims,
characterized in that the first leg (1) and / or the second leg (2) has at least one recess (7, 8) for receiving a fastening means, in particular a screw (9), preferably having at least one recess ( 8) is designed as a slot.
dadurch gekennzeichnet, dass der Haltewinkel (10) aus Metall, insbesondere aus verzinktem Stahl, Edelstahl oder Aluminium, gefertigt ist, wobei das Metall vorzugsweise als Metallblech vorliegt und eine Stärke (s) zwischen 0,5 mm und 2,5 mm, weiterhin vorzugsweise zwischen 1,0 mm und 2,0 mm besitzt.Bracket according to one of the preceding claims,
characterized in that the bracket (10) is made of metal, in particular of galvanized steel, stainless steel or aluminum, wherein the metal is preferably present as a metal sheet and a thickness (s) between 0.5 mm and 2.5 mm, further preferably between 1.0 mm and 2.0 mm.
dadurch gekennzeichnet, dass das Halteprofil (12) zur Verbindung mit dem Haltewinkel (10) und zur Aufnahme eines im Wesentlichen plattenförmigen Fassadenelementes L- oder T-förmig ausgebildet ist.Facade substructure according to claim 9,
characterized in that the holding profile (12) for connection to the bracket (10) and for receiving a substantially plate-shaped facade element L- or T-shaped.
dadurch gekennzeichnet, dass die Fassadenunterkonstruktion ferner einen Isolator (13) umfasst, welcher zur Realisierung einer thermischen Trennung zwischen dem Halteprofil (12) und dem Haltewinkel (10) einlegbar ist.Façade substructure according to claim 9 or 10,
characterized in that the facade substructure further comprises an insulator (13) which can be inserted to realize a thermal separation between the holding profile (12) and the bracket (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20120163263 EP2647779B1 (en) | 2012-04-05 | 2012-04-05 | Angle bracket for a façade substructure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20120163263 EP2647779B1 (en) | 2012-04-05 | 2012-04-05 | Angle bracket for a façade substructure |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2647779A1 true EP2647779A1 (en) | 2013-10-09 |
EP2647779B1 EP2647779B1 (en) | 2015-01-28 |
Family
ID=46025465
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20120163263 Active EP2647779B1 (en) | 2012-04-05 | 2012-04-05 | Angle bracket for a façade substructure |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP2647779B1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2918746A2 (en) | 2014-03-14 | 2015-09-16 | Klaus Peter Abel | Curtain wall mounting system |
DE102017102536A1 (en) | 2017-02-09 | 2018-08-09 | Pro-File GmbH | Holder for fixing a cladding to a building wall or ceiling |
WO2023147614A1 (en) | 2022-02-02 | 2023-08-10 | Arnold Peter | Installation and securing system for panels or discs on an underlying surface |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7822761U1 (en) * | 1978-07-29 | 1978-11-23 | Heise, Wolfgang, 3300 Braunschweig | WALL SUPPORT FOR FACADE SUB-CONSTRUCTIONS |
DE29703013U1 (en) * | 1997-02-20 | 1997-04-03 | BWM Dübel- u. Montagetechnik GmbH, 70771 Leinfelden-Echterdingen | Wall bracket for supporting devices for wall or ceiling cladding |
DE29814855U1 (en) | 1998-08-19 | 1998-12-17 | BWM Dübel + Montagetechnik GmbH, 70771 Leinfelden-Echterdingen | Bracket for supporting devices for wall or ceiling cladding |
DE102004025759A1 (en) * | 2004-05-26 | 2005-12-22 | Claus Bamberger | Attaching canopy for thermal decoupling of facades under construction, has brackets, where one leg of one bracket serves facade surface to avoid direct contact between wall sided metallic attaching unit and another attaching unit |
EP2108757A1 (en) * | 2008-04-07 | 2009-10-14 | Erwin Steiner | Fitting angle for facade elements and method for its manufacture |
EP2194208A1 (en) * | 2008-12-04 | 2010-06-09 | Mage Ag | Wall holder for facade plates |
DE102009030635A1 (en) * | 2009-06-25 | 2011-01-05 | Sto Ag | Bracket for a facade system |
EP2365157A1 (en) * | 2010-03-12 | 2011-09-14 | Reinwarth Patentverwaltung GbR | Connection device for connecting a wall and a facade element or a facade element holder |
EP2385185A1 (en) * | 2010-05-06 | 2011-11-09 | Reinwarth Patentverwaltung GbR | Facade element holder and method for manufacturing same |
-
2012
- 2012-04-05 EP EP20120163263 patent/EP2647779B1/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7822761U1 (en) * | 1978-07-29 | 1978-11-23 | Heise, Wolfgang, 3300 Braunschweig | WALL SUPPORT FOR FACADE SUB-CONSTRUCTIONS |
DE29703013U1 (en) * | 1997-02-20 | 1997-04-03 | BWM Dübel- u. Montagetechnik GmbH, 70771 Leinfelden-Echterdingen | Wall bracket for supporting devices for wall or ceiling cladding |
DE29814855U1 (en) | 1998-08-19 | 1998-12-17 | BWM Dübel + Montagetechnik GmbH, 70771 Leinfelden-Echterdingen | Bracket for supporting devices for wall or ceiling cladding |
DE102004025759A1 (en) * | 2004-05-26 | 2005-12-22 | Claus Bamberger | Attaching canopy for thermal decoupling of facades under construction, has brackets, where one leg of one bracket serves facade surface to avoid direct contact between wall sided metallic attaching unit and another attaching unit |
EP2108757A1 (en) * | 2008-04-07 | 2009-10-14 | Erwin Steiner | Fitting angle for facade elements and method for its manufacture |
EP2194208A1 (en) * | 2008-12-04 | 2010-06-09 | Mage Ag | Wall holder for facade plates |
DE102009030635A1 (en) * | 2009-06-25 | 2011-01-05 | Sto Ag | Bracket for a facade system |
EP2365157A1 (en) * | 2010-03-12 | 2011-09-14 | Reinwarth Patentverwaltung GbR | Connection device for connecting a wall and a facade element or a facade element holder |
EP2385185A1 (en) * | 2010-05-06 | 2011-11-09 | Reinwarth Patentverwaltung GbR | Facade element holder and method for manufacturing same |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2918746A2 (en) | 2014-03-14 | 2015-09-16 | Klaus Peter Abel | Curtain wall mounting system |
DE102014003675A1 (en) | 2014-03-14 | 2015-09-17 | Klaus Peter Abel | Facade fixing system |
DE102014003675B4 (en) * | 2014-03-14 | 2016-06-09 | Klaus Peter Abel | Facade fixing system |
DE102017102536A1 (en) | 2017-02-09 | 2018-08-09 | Pro-File GmbH | Holder for fixing a cladding to a building wall or ceiling |
WO2023147614A1 (en) | 2022-02-02 | 2023-08-10 | Arnold Peter | Installation and securing system for panels or discs on an underlying surface |
Also Published As
Publication number | Publication date |
---|---|
EP2647779B1 (en) | 2015-01-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2354368B1 (en) | Fixing holder for wall insulation | |
EP2446096B1 (en) | Support bracket for a facade system | |
EP2446095B1 (en) | Support device for a facade system | |
EP3307964B1 (en) | Connector for wall building elements | |
EP3574164B1 (en) | Support for fastening façade elements | |
EP3365510B1 (en) | Arrangement for wall, ceiling, or roof cladding of a building structure | |
EP2647779B1 (en) | Angle bracket for a façade substructure | |
DE102006052648A1 (en) | Anchor bolt for fastening facade elements on building wall, has anchor section that is thermally separated from anchoring section by heat insulating intermediate layer | |
DE2610998B2 (en) | Bracket for fastening cladding panels in front of a building wall | |
DE202016106511U1 (en) | Device for fastening facade elements | |
DE202018003027U1 (en) | Connector for the angular connection of two components | |
DE102008061410B4 (en) | Fastening arrangement for the corner connection of two panels | |
EP1724405B1 (en) | Lost formwork and building wall produced with the same | |
DE102006004255B4 (en) | Windproof ceiling construction | |
DE202021103740U1 (en) | Pre-assembled insulated window sill system | |
DE202005002356U1 (en) | Ventilated thermally insulated building façade | |
AT527298B1 (en) | Agraffe profile and system comprising Agraffe profile and Agraffe | |
DE202016105596U1 (en) | Structure and buildings | |
AT515342B1 (en) | Frame widening element for widening a frame, in particular a door or a window | |
DE102004022279A1 (en) | Fixture to secure layer of thermal insulation material to roof or building outer face by penetration with a holding element | |
DE202023100052U1 (en) | System for storing panel elements above a substrate | |
DE202022101475U1 (en) | Bracket, in particular corner bracket, for a rear-ventilated curtain wall, facade fastening system, rear-ventilated curtain wall and building with rear-ventilated curtain wall | |
DE102009014309B4 (en) | Sealing element for concrete structures | |
DE102010015281B4 (en) | Method for laying a floor system | |
DE102012018415A1 (en) | Wall structure for heat and sound insulation for fitting against outer wall of building, has plate-shaped insulating element, baseboard, side insulation element and corner insulation element |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20120731 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: STO SE & CO. KGAA |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20141023 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: MAIWALD PATENTANWALTSGESELLSCHAFT (SCHWEIZ) MB, CH |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502012002200 Country of ref document: DE Effective date: 20150312 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 708323 Country of ref document: AT Kind code of ref document: T Effective date: 20150315 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: T3 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150428 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150428 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150429 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150528 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502012002200 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
26N | No opposition filed |
Effective date: 20151029 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 5 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150405 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PFA Owner name: STO SE AND CO. KGAA, DE Free format text: FORMER OWNER: STO SE AND CO. KGAA, DE |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502012002200 Country of ref document: DE Representative=s name: GOTTSCHALK MAIWALD PATENTANWALTSGESELLSCHAFT U, DE Ref country code: DE Ref legal event code: R082 Ref document number: 502012002200 Country of ref document: DE Representative=s name: GMP PATENTANWALTSGESELLSCHAFT UND RECHTSANWALT, DE Ref country code: DE Ref legal event code: R082 Ref document number: 502012002200 Country of ref document: DE Representative=s name: GOTTSCHALK MAIWALD PATENTANWALTS- UND RECHTSAN, DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20120405 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150528 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20150128 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20200420 Year of fee payment: 9 Ref country code: FR Payment date: 20200420 Year of fee payment: 9 Ref country code: NL Payment date: 20200427 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20200427 Year of fee payment: 9 Ref country code: BE Payment date: 20200427 Year of fee payment: 9 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20210501 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20210405 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210405 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20210430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210405 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210501 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210430 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230523 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240418 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20240501 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20240419 Year of fee payment: 13 |