EP3489430A1 - Ancrage de façade - Google Patents

Ancrage de façade Download PDF

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Publication number
EP3489430A1
EP3489430A1 EP18000919.3A EP18000919A EP3489430A1 EP 3489430 A1 EP3489430 A1 EP 3489430A1 EP 18000919 A EP18000919 A EP 18000919A EP 3489430 A1 EP3489430 A1 EP 3489430A1
Authority
EP
European Patent Office
Prior art keywords
facade
screw
heat flow
anchoring according
anchor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP18000919.3A
Other languages
German (de)
English (en)
Other versions
EP3489430B1 (fr
Inventor
Erfindernennung liegt noch nicht vor Die
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/fr
Application granted granted Critical
Publication of EP3489430B1 publication Critical patent/EP3489430B1/fr
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 an anchor for a height-adjustable attachment of a thermally insulated facade in building construction, in which the facade is supported or held by the attachment, according to the preamble of claim 1.
  • facades which are designed as a facing shell.
  • natural stone concrete or clinker bricks as masonry in front of a supporting structure, hereinafter called inner shell, set and attached to it.
  • the masonry forms the attachment shell.
  • the attachment of the facing shell on the inner shell is often done with so-called bracket anchors, which usually each have a fastening part, which is usually fastened with dowels or anchors to the inner shell, and a support member which is directly connected to the attachment shell and this carries.
  • the support member forms a cantilever, which transmits the weight of the attachment shell on the fastening part. Mounting and supporting part are charged to train and / or bending.
  • the inner shell is usually part of a heated warm area of a building, so that in this case between the facade and the inner shell, a thermal insulation is arranged. Since the façade supporting or retaining the fixture is connected to the existing example of masonry or concrete warm inner shell of the building, it directs a portion of the heat from the warm inner shell in 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 anchoring in which the heat flow from the warm inner shell to the facade of the building is largely prevented.
  • the façade anchoring according to the invention is used for height-adjustable attachment of a thermally insulated facade in building construction, in which the facade is supported or held by a connected to the inner shell of the building attachment.
  • "Height adjustable” here means in particular that the height in which the attachment to the attachment shell connected to the facade anchorage can be adjusted.
  • the facade anchoring can be moved relative to the inner shell. An adjustment of the height of the facing shell itself is thus not meant, in particular no moving the finished finished facing shell by means of the facade anchoring.
  • the facade anchoring is formed by a console anchor.
  • the load-bearing and / or bending loaded supporting components of the console anchor completely or partially from a heat flow inhibiting material. Through the use of the heat flow inhibiting material is achieved that the heat loss through the bracket anchor, reduced, and thus the heat bridge formed by the bracket anchor is reduced.
  • 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 specific geometry per unit time at a defined temperature gradient.
  • thermal conductivity ⁇ for stainless steel typically made from the bracket anchor is typically reported to be about 15 W / (m ⁇ K).
  • typical insulation materials in the range below 1.5 W / (m ⁇ K), in particular in the range below 0.5 W / (m ⁇ K).
  • the thermal conductivity of the heat flow-inhibiting material according to the invention is smaller, in particular by a factor of 10, than the thermal conductivity of stainless steel, in particular a stainless steel of material number 1.4301.
  • the heat flow inhibiting material can be, for example, a fiber-reinforced plastic whose thermal conductivity is in the range of 0.3 W / (m ⁇ K), but which is pressure-resistant in comparison to insulating materials such as glass or rock wool.
  • the heat flow inhibiting material may be a resin, particularly an epoxy resin, which forms a plastic-like material and has fiber reinforcement.
  • the fiber reinforcement may in this case consist in particular of a glass fiber mat.
  • the plastic or the resin can be embedded in the heat flow inhibiting filler, for example Styrofoil hollow spheres, preferably hollow glass spheres, which inhibit the heat flow well, but at the same time have a high compressive strength compared to Styroporhohlkugeln.
  • the heat flow inhibiting filler for example Styrofoil hollow spheres, preferably hollow glass spheres, which inhibit the heat flow well, but at the same time have a high compressive strength compared to Styroporhohlkugeln.
  • the supporting components of the bracket anchor from a fastening part and a support member.
  • the fastening part and / or the support member relative to the inner shell moving and thus height adjustable.
  • Support member and mounting part can be connected to each other via a bond.
  • the loaded on train and / or bending parts of the bracket anchor in particular the fastening part and / or the support member, wholly or partly from a heat flow inhibiting material with a steel core.
  • the steel core is sheet-shaped, so its thickness is relatively small in relation to the other dimensions, and is covered by two heat flow inhibiting insulating panels.
  • the steel core has a thickness which is not or only slightly larger than the thickness of the insulating panels.
  • the steel core and each of the insulating plates has a thickness of 10 millimeters or less.
  • the support member 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 in each case one of the insulating plates is arranged between the steel core and the fastening part.
  • the connection preferably takes place in a form-fitting manner via cylindrically shaped sleeves.
  • the facade (2) by a with the inner shell (3) of the building (4) connected to the fixture (5) is worn and / or held.
  • the facade anchoring (1) is formed by a bracket anchor (6) and the supporting components (7) of the bracket anchor (6) consist wholly or partly of a heat flow inhibiting material.
  • the supporting components (7) of the bracket anchor (6) consist of a fastening part (8) and a supporting part (9).
  • bracket anchor (6) either only the supporting part (9) or only the fastening part (8), or the supporting part (9) and the fastening part (8) consists of a heat flow inhibiting material.
  • the support part (9) and the fastening part (8) can be connected to one another via a screw connection (10) or via an adhesive bond (11). However, it is also possible that the support part (9) and the fastening part (8) via an adhesive bond (11) and a screw (10) are interconnected.
  • the support part (9) and / or the fastening part (8) are connected to a length-adjustable support screw (12) via which the facade anchoring (1) is supported on the inner shell (3) of the building (4).
  • the support screw (12) may consist of a standard screw (13) and a standard nut (14).
  • the support member (9) is connected to a support bracket (15) for the preferably masonry (16) existing facade (2).
  • the support member (9) may be connected to the support bracket (15) via a screw (17).
  • the screw (17) may be adjustable in length.
  • the length adjustment may e.g. via a plurality of rows of holes (18) arranged in the carrying part (9), via which then optionally the screw connection (17) is carried out.
  • the connecting part (19) is connected to the support part (9) via the screw (17).
  • rows of holes (18) for a length-adjustable screw (17) are arranged.
  • the support member (9) consists of a heat flow inhibiting material, the heat flow from the warm inner shell (3) to the cold facade (2) is reliably prevented.
  • the fastening part (8) also consists of a heat flow inhibiting material, the heat flow through the attachment (5) is further reduced.
  • the steel core (22) of the supporting part (9) and / or the fastening part (8) is sheet-shaped and surrounded by two heat flow inhibiting insulating plates (23).
  • the insulating plates (23) consist in particular of a plastic or a plastic-like material, which is in particular fiber-reinforced.
  • the sheet-shaped steel core (22) and the heat flow inhibiting insulating (23) are connected via a bond (24) and / or positively with or without a connecting member (25) or a plurality of connecting members (25).
  • the sheet-shaped steel core (22) and the heat flow inhibiting insulating plates (23) can be positively connected to each other via cylindrically shaped 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 anchor (6).
  • the big advantage of this embodiment is that the steel core (22) can be calculated precisely for the load stage of the bracket anchor (6).
  • the wall thickness (31) of the insulating plates (23) can be chosen freely. In the illustrated embodiment of the FIGS. 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) the Insulating plates (23) and very large loads of the bracket anchor (6) occur no risers in the masonry of the facade (2), because only the steel core (22) with the weight of the facade (2) is charged.
  • the outer diameter of the spacer (28) can be adjusted according to the total thickness of the steel core (22) and the adjacent two insulating plates (23). This also applies to the through hole (28).
  • the through hole (29) may 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 Ancrage de façade Active EP3489430B1 (fr)

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 true EP3489430A1 (fr) 2019-05-29
EP3489430B1 EP3489430B1 (fr) 2021-02-17

Family

ID=64476907

Family Applications (1)

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

Country Status (8)

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

Cited By (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
EP4310271A1 (fr) 2022-07-22 2024-01-24 PohlCon GmbH Ancre de console

Citations (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 (fr) * 2016-12-09 2018-06-13 HALFEN GmbH Console d'ancrage

Patent Citations (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 (fr) * 2016-12-09 2018-06-13 HALFEN GmbH Console d'ancrage

Cited By (3)

* 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
EP4310271A1 (fr) 2022-07-22 2024-01-24 PohlCon GmbH Ancre de console
DE102022002680A1 (de) 2022-07-22 2024-01-25 PohlCon GmbH Konsolanker

Also Published As

Publication number Publication date
DE102017010843A1 (de) 2019-05-23
PL3489430T3 (pl) 2021-07-19
EP3489430B1 (fr) 2021-02-17
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

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