EP3489430B1 - Fassadenverankerung - Google Patents

Fassadenverankerung Download PDF

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Publication number
EP3489430B1
EP3489430B1 EP18000919.3A EP18000919A EP3489430B1 EP 3489430 B1 EP3489430 B1 EP 3489430B1 EP 18000919 A EP18000919 A EP 18000919A EP 3489430 B1 EP3489430 B1 EP 3489430B1
Authority
EP
European Patent Office
Prior art keywords
façade
fastening
bracket
heat
flow
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.)
Active
Application number
EP18000919.3A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3489430A1 (de
Inventor
Wilhelm Jochen Peter Modersohn
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wilhelm Modersohn GmbH and Co KG
Original Assignee
Wilhelm Modersohn GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wilhelm Modersohn GmbH and Co KG filed Critical Wilhelm Modersohn GmbH and Co KG
Priority to PL18000919T priority Critical patent/PL3489430T3/pl
Priority to RS20210322A priority patent/RS61614B1/sr
Priority to SI201830280T priority patent/SI3489430T1/sl
Publication of EP3489430A1 publication Critical patent/EP3489430A1/de
Application granted granted Critical
Publication of EP3489430B1 publication Critical patent/EP3489430B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—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
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0857—Supporting consoles, e.g. adjustable only in a direction parallel to the wall

Definitions

  • the invention relates to a facade anchorage for a height-adjustable fastening of a thermally insulated facade in building construction, in which the facade is supported or held by the fastening, according to the preamble of claim 1.
  • the DE 10 2013 200 211 A1 discloses a console for connecting a facade to a building wall with a metallic wall part for mounting on the building wall, a metallic facade part for connection to the facade and a bridge part which connects the facade part with the wall part.
  • the bridge part has a fiber-reinforced plastic material and forms a thermal barrier between the wall part and the facade part.
  • facades are known that are designed as facing.
  • natural-made concrete or clinker bricks are placed as masonry in front of a supporting structure, hereinafter referred to as the inner shell, and attached to it.
  • the masonry forms the facing shell.
  • bracket anchors which usually each have a fastening part that is usually attached to the inner shell with dowels or anchors, and a support part that is directly connected to the facing shell and carries it.
  • the supporting part usually forms a cantilever arm which transfers the weight of the facing shell to the fastening part.
  • the fastening and supporting parts are subjected to tension and / or bending.
  • the inner shell is part of a heated, warm area of a building, so that in this case thermal insulation is arranged between the facade and the inner shell. Since the fastening carrying or holding the facade is connected to the warm inner shell of the building, which is made of masonry or concrete, for example, it conducts part of the heat from the warm inner shell into the cold facade of the building. The attachment thus forms an undesirable thermal bridge to the facade.
  • the object of the invention is to avoid this known disadvantage and to disclose a facade anchorage in which the flow of heat from the warm inner shell to the facade of the building is largely prevented.
  • the facade anchorage according to the invention is used for the height-adjustable fastening of a thermally insulated facade in building construction, in which the facade is supported or held by a fastening connected to the inner shell of the building.
  • "Height adjustable” means here in particular that the height at which the fastening is connected to the facing shell can be adjusted with the facade anchoring.
  • the facade anchorage can be moved relative to the inner shell. This does not mean an adjustment of the height of the facing shell itself, in particular no displacement of the finished facing shell by means of the facade anchoring.
  • the facade anchorage is formed by a bracket anchor.
  • the load-bearing components of the bracket anchor that are subjected to tension and / or bending are made entirely or partially of a material that inhibits the flow of heat.
  • a material that has a thermal conductivity that is at least a factor of 10 lower than the material of which the other parts of the bracket are made is referred to here as "inhibiting heat flow".
  • the thermal conductivity the ability of a substance to transport energy in the form of heat, is defined in this context as the heat flow that flows through a body of a certain geometry per unit of time at a defined temperature gradient.
  • the thermal conductivity ⁇ for stainless steel, from which bracket anchors are typically made is usually given as about 15 W / (m ⁇ K).
  • typical insulation materials are in the range below 1.5 W / (m ⁇ K), especially in the range below 0.5 W / (m ⁇ K).
  • the thermal conductivity of the material that inhibits the flow of heat is, in particular, a factor of 10 smaller than the thermal conductivity of stainless steel, in particular a stainless steel of material number 1.4301.
  • the material that inhibits the flow of heat can be, for example, a fiber-reinforced plastic, the thermal conductivity of which is in the range of 0.3 W / (m ⁇ K), but which is pressure-resistant compared to insulating materials such as glass or rock wool.
  • this can be the heat flow inhibiting material be a resin, in particular an epoxy resin, which forms a plastic-like material and has a fiber reinforcement.
  • the fiber reinforcement can in particular consist of a glass fiber mat.
  • fillers that inhibit the flow of heat can be embedded, for example hollow styrofoam spheres, preferably hollow glass spheres, which inhibit the flow of heat well but at the same time have a high compressive strength compared to hollow styrofoam spheres.
  • the supporting components of the bracket anchor preferably consist of a fastening part and a supporting part.
  • the fastening part and / or the support part can be moved relative to the inner shell and can thus be adjusted in height.
  • only the support part or only the fastening part consists of a material that inhibits the flow of heat.
  • the support part and the fastening part are made of a material that inhibits the flow of heat.
  • the support part and the fastening part can be bonded to one another.
  • the parts of the bracket anchor that are subjected to tension and / or bending, in particular the fastening part and / or the support part, consist entirely or partially of the heat flow retardant material with a steel core.
  • the steel core is designed in the form of sheet metal, its thickness is therefore relatively small in relation to the other dimensions, and is preferably encased by two insulating plates which inhibit the flow of heat.
  • the steel core has a thickness which is not or only slightly greater than the thickness of the insulating plates.
  • the steel core and each of the insulating plates has a thickness of 10 millimeters or less.
  • the support part forms in particular a kind of sword which is held between two walls of the fastening part, in particular between two strip-shaped components of the fastening part, such that one of the insulating plates is arranged between the steel core and the fastening part. This results in a bracket anchor with good load absorption and low heat flow.
  • the steel core which is embodied in sheet-metal form, and the insulating plates which impede the flow of heat are preferably connected by means of an adhesive bond and / or in a form-fitting manner with or without a connecting link or with a plurality of connecting links.
  • the connection is made in a form-fitting manner via cylindrical sleeves.
  • a facade anchoring 1 for the height-adjustable fastening of a thermally insulated facade 2 in building construction the facade 2 is supported and / or held by a fastening 5 connected to the inner shell 3 of the structure 4.
  • the facade anchoring 1 is formed by a bracket 6 and the load-bearing components 7 of the bracket 6 consist entirely or partially of a material that inhibits the flow of heat.
  • the supporting components 7 of the bracket 6 consist of a fastening part 8 and a supporting part 9.
  • bracket 6 either only the supporting part 9 or only the fastening part 8, or the supporting part 9 and the fastening part 8, are made of a material that inhibits the flow of heat.
  • the support part 9 and the fastening part 8 can be connected to one another via a screw connection 10 or via an adhesive 11. However, it is too possible that the support part 9 and the fastening part 8 are connected to one another via an adhesive 11 and a screw connection 10.
  • the support part 9 and / or the fastening part 8 are connected to a length-adjustable support screw 12 via which the facade anchor 1 is supported on the inner shell 3 of the structure 4.
  • the support screw 12 can consist of a standard screw 13 and a standard nut 14.
  • the support part 9 is connected to a support bracket 15 for the facade 2, which preferably consists of masonry 16.
  • the support part 9 can be connected to the support bracket 15 via a screw connection 17.
  • the screw connection 17 can be designed to be adjustable in length.
  • the length adjustment can for example take place via several rows of holes 18 arranged in the support part 9, via which the screw connection 17 is then optionally carried out.
  • connection 17 of the support bracket 15 to the support part 9 takes place via a connection part 19 which is connected to the support bracket 15.
  • the connecting part 19 is connected to the support part 9 via the screw connection 17.
  • rows of holes 18 for a length-adjustable screw connection 17 are arranged.
  • the height of the bracket 6 is adjusted using a wedge disk 20, while the distance 21 between the inner shell 3 and the facade 2 can be adjusted using the support screw 12.
  • the support part 9 is made of a material that inhibits the flow of heat, the flow of heat from the warm inner shell 3 to the cold facade 2 is reliably prevented.
  • fastening part 8 also consists of a material that inhibits the flow of heat, the heat flow via the fastening 5 is further reduced.
  • a facade anchoring 1 is shown in which the tensile and / or bending loaded components 7 of the bracket 6 consist entirely or partially of a material with a steel core 22 that inhibits the flow of heat.
  • the steel core 22 of the support part 9 and / or of the fastening part 8 is sheet-like and encased by two insulating plates 23 which inhibit the flow of heat.
  • the insulating plates 23 consist in particular of a plastic or a plastic-like material that is in particular fiber-reinforced.
  • the sheet-shaped steel core 22 and the insulating plates 23, which inhibit the flow of heat, are connected via an adhesive bond 24 and / or in a form-fitting manner with or without a connecting member 25 or also a plurality of connecting members 25.
  • the sheet-shaped steel core 22 and the insulating plates 23, which inhibit the flow of heat, can be positively connected to one another via cylindrical sleeves 26.
  • the fastening part 8 can also consist of two strip-shaped components 27 and a spacer 28.
  • the spacer 28 has a through hole 29 for the fastening screw 30 of the bracket 6.
  • the great advantage of this exemplary embodiment is that the steel core 22 can be calculated precisely for the load level of the bracket 6.
  • the wall thickness 31 of the insulating plates 23 can be freely selected. In the illustrated embodiment of Figures 8 to 11 the steel core 22 has the same thickness as each of the insulating plates 23. Even with very large wall thicknesses 31 of the insulating plates 23 and very high loads on the bracket 6, there are no cracks in the masonry of the facade 2, because only the steel core 22 with the weight of the Facade 2 is loaded.
  • the outer diameter of the spacer 28 can be adjusted according to the overall thickness of the steel core 22 and the adjacent two insulating plates 23. This also applies to the through hole 28. For an M16 fastening screw 30, the through hole 29 can have a diameter of 17 mm, for example.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
EP18000919.3A 2017-11-23 2018-11-23 Fassadenverankerung Active EP3489430B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
PL18000919T PL3489430T3 (pl) 2017-11-23 2018-11-23 Zakotwienie elewacji
RS20210322A RS61614B1 (sr) 2017-11-23 2018-11-23 Sidrenje fasade
SI201830280T SI3489430T1 (sl) 2017-11-23 2018-11-23 Sidranje fasade

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102017010843.9A DE102017010843A1 (de) 2017-11-23 2017-11-23 Fassadenverankerung

Publications (2)

Publication Number Publication Date
EP3489430A1 EP3489430A1 (de) 2019-05-29
EP3489430B1 true EP3489430B1 (de) 2021-02-17

Family

ID=64476907

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18000919.3A Active EP3489430B1 (de) 2017-11-23 2018-11-23 Fassadenverankerung

Country Status (8)

Country Link
EP (1) EP3489430B1 (da)
DE (1) DE102017010843A1 (da)
DK (1) DK3489430T3 (da)
HU (1) HUE054189T2 (da)
LT (1) LT3489430T (da)
PL (1) PL3489430T3 (da)
RS (1) RS61614B1 (da)
SI (1) SI3489430T1 (da)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020111864A1 (de) 2020-04-30 2021-11-04 Wilhelm Modersohn Gmbh & Co Kg Konsolanker
DE102022002680A1 (de) 2022-07-22 2024-01-25 PohlCon GmbH Konsolanker

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010045805A1 (de) * 2010-09-20 2012-03-22 Wilhelm Modersohn Gmbh & Co Kg Fassadenverankerung
DE102013200211A1 (de) * 2013-01-09 2014-07-10 Hilti Aktiengesellschaft Konsole
RU170634U1 (ru) * 2016-09-22 2017-05-03 Владимир Иванович Демиденко Термоизолирующий кронштейн для крепления профилей навесных фасадов
EP3333336A1 (de) * 2016-12-09 2018-06-13 HALFEN GmbH Konsolanker

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
DE102017010843A1 (de) 2019-05-23
PL3489430T3 (pl) 2021-07-19
SI3489430T1 (sl) 2021-06-30
HUE054189T2 (hu) 2021-08-30
LT3489430T (lt) 2021-04-26
DK3489430T3 (da) 2021-05-10
RS61614B1 (sr) 2021-04-29
EP3489430A1 (de) 2019-05-29

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