EP0534143B1 - Mur-rideaux non-porteurs - Google Patents

Mur-rideaux non-porteurs Download PDF

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Publication number
EP0534143B1
EP0534143B1 EP92114380A EP92114380A EP0534143B1 EP 0534143 B1 EP0534143 B1 EP 0534143B1 EP 92114380 A EP92114380 A EP 92114380A EP 92114380 A EP92114380 A EP 92114380A EP 0534143 B1 EP0534143 B1 EP 0534143B1
Authority
EP
European Patent Office
Prior art keywords
building wall
load bearing
wall according
bearing external
external building
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.)
Expired - Lifetime
Application number
EP92114380A
Other languages
German (de)
English (en)
Other versions
EP0534143A1 (fr
Inventor
Franz Bisping
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.)
ALCO-Systeme GmbH
Original Assignee
ALCO-Systeme GmbH
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 ALCO-Systeme GmbH filed Critical ALCO-Systeme GmbH
Publication of EP0534143A1 publication Critical patent/EP0534143A1/fr
Application granted granted Critical
Publication of EP0534143B1 publication Critical patent/EP0534143B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B7/00—Special arrangements or measures in connection with doors or windows
    • E06B7/14—Measures for draining-off condensed water or water leaking-in frame members for draining off condensation water, throats at the bottom of a sash
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
    • E04B2/965—Connections of mullions and transoms

Definitions

  • the invention relates to a non-load-bearing building outer wall according to the preamble of the main claim
  • DE-PS 16 58 887 describes such a non-load-bearing outer wall of a building, which essentially consists of metallic profile bars and wall fillings and with which a weather protection zone is created.
  • Weather protection zones of this type are customary in buildings which consist of a static layer zone and a thermal insulation zone arranged in front of the static layer zone.
  • An air layer is formed between the outward-facing side of the thermal insulation zone and the inner side of the weather protection zone. This layer is used not only for reasons of building physics to ventilate the outer shell, but also as an aid for ventilation of the interior of the building usable space due to the thermosiphon effect that occurs in this air layer zone can.
  • the facade panels forming the weather protection zone usually consist of moisture-impermeable material, such as glass, so that condensation and / or seepage water forms on the back of these plates. From DE-U-87 16 012 it is known to guide this condensed water into a drainage channel of the transom profile and to dispense it from here into a drainage channel of the vertical post. These are minor amounts of moisture that can easily be absorbed in the vertical stem.
  • the invention has for its object to provide an easy-to-build non-loadbearing outer wall of the building with vertical supports and horizontal bars, whereby the water flowing away slowly on the outside of the facade panels is discharged.
  • a vertical retaining bar be placed in front of the vertical handle, which is openly C-shaped towards the outside, so that it is possible to clean the inside of this facade retaining bar.
  • a rain gutter is formed from the profile of the horizontal bars and the horizontal bars engage in the facade retaining strip, so that the rain gutters provided in the horizontal bars drain into the facade retaining strip.
  • Both the facade retaining strip and the rain gutter are accessible from the outside and can therefore be cleaned, and this makes a safe drainage of even small amounts of water is achieved, which now no longer has to be conducted over the entire building height from top to bottom over the facade panels, but "field-by-field drainage" takes place, ie each individual field formed by a facade panel is drained for itself.
  • a vertical post 1 is shown, which is designed as a hollow profile and has a profile 20 on its side facing the static layer zone.
  • a partition plate 19 can be used as a spacer strip, with which the vertical post 1 then lies against the static layer zone and partitioning in the vertical direction is achieved.
  • the bulkhead plate 19 preferably consists of a thermo-insulating or poorly conductive material and the bulkhead plate 19 is secured in the vertical handle 1 via seals 21 and 22 to ensure the air flow behind the facade panels 3.
  • a projection 12 is formed from the same profile material and on this projection 12 is a facade retaining strip 4, which also extends vertically.
  • the secure position of the facade retaining strip 4 is achieved in that projections 17 and 18 are provided on the side facing the vertical support 1 made of the material of the facade retaining strip 4 and are in contact with the outside of the projection 12, and the facade retaining strip 4 is also fastened on the vertical arm 1 by screws 23.
  • the facade retaining strip 4 is essentially designed as a C-profile, the open gap being directed outwards.
  • this non-load-bearing outer wall of the building is formed by horizontal bars 2, which are also designed as profile components.
  • the horizontal bar 2 has a front flange 7.
  • a rain gutter 5 is formed from the profile of the horizontal bar 2, furthermore a receiving space 6 for a facade panel 3 to be used here and a receiving channel 16 for a connector 14.
  • a horizontal bar 2a is shown, which is also a has front flange 7, but also has a rear flange 8.
  • This rear flange 8 receives in its lower region a seal 10, against which the rear of the facade panel 3 engaging in the space between the front flange 7 and the rear flange 8 bears.
  • the movement of the facade panel 3 towards the front is prevented by a locking block 15 which rests on a lower shoulder 9 of the front flange 7.
  • the horizontal bars 2 and 2a engage in the space formed by the C-shaped profile of the facade retaining bar 4 in that the side walls 24 and 25 of the facade retaining bar 4 are milled out in the area of the horizontal bars 2 and 2a, so that here an insertion of the entire profile the horizontal bar 2 and 2a is possible. In this way, the rain gutter 5 drains into the interior of the facade retaining strip 4, and the water emerging here can flow downwards.
  • the facade panels 3 are fixed via appropriate seals on the two adjacent vertical posts 1 and the associated facade retaining strips 4 and are supported with their feet in the associated horizontal bar 2 and can be fixed with their head part on the horizontal bar 2a or stand freely with their head part in the Space of the horizontal bar 2.
  • the drawing shows that a so-called swirl chamber profile 11 can be placed on the upper edge of the facade panel 3, which acts as a driving rain retention strip, so that driving rain does not penetrate inward via the upper edge of the facade panel 3 can, but here an air duct is possible.
  • Such an arrangement is particularly advantageous if the space behind the facade panel 3 is to be used as an air space in which there is a thermosiphon effect.
  • the connector 14 is fixed in the receiving channel 16 of the horizontal bars 2 and 2a by means of a grub screw and thus connects the horizontal bars 2 or 2a, which are adjacent to each other here, via the facade retaining strip 4 on both sides.
  • the vertical posts 1 are connected to the static layer zone via the bulkhead plates. Then - starting at the bottom - the horizontal bars 2 and 2a are connected to the vertical shaft 1 via the connectors 14 guided through the projections 12. Next - seen horizontally - the first row of facade panels 3 is inserted and each individual facade panel 3 is held in fields by the horizontal bars 2 that then follow.
  • the above-described assembly of the horizontal bars 2 and 2a in the horizontal direction takes place in that the connector 14 is initially arranged in almost full length, for example in the right of the vertical stem 1 Horizontal bar 2 or 2a is inserted. If the left horizontal bar 2 or 2a is then brought into its corresponding position, the connector 14 is pushed back into its final position and it then holds both horizontal bars 2 and 2a and is fixed on one side with the grub screw already mentioned.
  • the facade retaining strip 4 is not required to secure the facade panels 3 or the horizontal bars 2 or 2a. Rather, the facade retaining strip 4 is finally placed directly on the projection 12 from the front, since there are corresponding cutouts in the area of the horizontal bars 2 and 2a. This procedure simplifies assembly.
  • Fig. 1 denote the end caps of the horizontal bars 2 and 2a, which are required so that the water running down in the facade retaining strip 4 cannot penetrate into the otherwise free end faces of the horizontal bars 2 and 2a.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Building Environments (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Claims (15)

  1. Mur-rideau non porteur avec des barres métalliques profilées conçues comme un montant vertical (1) et des barres horizontales (2, 2a) ainsi que des plaques de façade (3) portées par celles-ci avec une bande de maintien de la façade (4) disposée devant chaque montant vertical (1), s'étendant verticalement et conçue comme un profil creux, qui peut être fixée au montant vertical (1) et une rainure (5) prévue dans la barre horizontale (2, 2a), caractérisé en ce que la rainure (5) est prévue sous la forme d'une gouttière sur le côté avant de la barre horizontale (2, 2a) et est guidée dans la bande de maintien de la façade (4) où elle se draine.
  2. Mur-rideau non porteur selon la revendication 1, caractérisé en ce que la bande de maintien de la façade (4) est conçue comme un profilé en C ouvert vers l'avant.
  3. Mur-rideau non porteur selon la revendication 1 ou 2, caractérisé en ce que le profil de la barre horizontale (2, 2a) présente sur son côté supérieur un logement (6) pour le pied de la plaque de façade (3) à recevoir et possède vers le bas au moins une bride antérieure (7) saisissant le bord supérieur d'une plaque de façade (3) vers le bas.
  4. Mur-rideau non porteur selon la revendication 1, 2 ou 3, caractérisé en ce que le profilé de la barre horizontale (2a) présente deux brides (7, 8) orientées vers le bas.
  5. Mur-rideau non porteur selon la revendication 4, caractérisé en ce que la bride antérieure (7) présente à son extrémité inférieure une saillie (9) dépassant en angle vers l'intérieur et la bride postérieure (8) présente un joint (10) soutenant la plaque de façade (3).
  6. Mur-rideau non porteur selon la revendication 3, caractérisé en ce que sur le bord supérieur de la plaque de la façade (3) arrivant derrière la bride antérieure (7) de la barre horizontale (2), un profil en chambre de turbulence (11) est posé pour servir de bande d'arrêt de la pluie.
  7. Mur-rideau non porteur selon l'une ou l'ensemble des revendications précédentes, caractérisé en ce que le montant vertical (1) est conçu comme un profilé creux et présente d'un seul tenant sur son côté antérieur une saillie (12) conçue comme un profil creux sur laquelle la bande de maintien de la façade (4) redressée verticalement peut être fixée.
  8. Mur-rideau non porteur selon l'une ou l'ensemble des revendications précédentes, caractérisé en ce qu'il comporte un organe de liaison (14), qui relie deux barres horizontales (2, 2a) situées à la même hauteur avec le montant vertical (1).
  9. Mur-rideau non porteur selon l'une ou l'ensemble des revendications précédentes, caractérisé en ce qu'il comporte un bloc de verrouillage (15) pouvant être introduit entre la bride antérieure (7) de la barre horizontale (2a) et la plaque de façade (3) qui s'appuie sur la bride postérieure (8).
  10. Mur-rideau non porteur selon l'une ou l'ensemble des revendications précédentes, caractérisé en ce que la gouttière (5) est ménagée d'un seul tenant dans le profil de la barre horizontale (2, 2a).
  11. Mur-rideau non porteur selon la revendication 8, caractérisé en ce qu'il comporte un canal de logement (16) ménagé d'un seul tenant dans le profilé de la barre horizontale (2, 2a) pour l'organe de liaison (14).
  12. Mur-rideau non porteur selon l'une ou l'ensemble des revendications précédentes, caractérisé en ce que l'organe de liaison (14) dans le canal de logement (16) qui le reçoit et la bande de maintien de la façade (4) sur la saillie (12) du montant vertical sont fixés par des vis.
  13. Mur-rideau non porteur selon au moins la revendication 1 ou 2, caractérisé en ce que la bande de maintien de la façade (4) ouverte vers l'avant présente sur son côté postérieur (2) orienté vers le montant vertical (1) à distance de celui-ci des saillies (17 et 18) adaptées à la largeur de la saillie (12), qui permettent la fixation latérale de la bande de maintien de la façade (4) sur le montant vertical (1).
  14. Mur-rideau non porteur selon l'une ou l'ensemble des revendications précédentes, caractérisé en ce qu'il comporte une bande d'écartement (19) posée et maintenue dans un profilage (20) du montant vertical (1).
  15. Mur-rideau non porteur selon l'une ou l'ensemble des revendications précédentes, caractérisé en ce qu'il comporte des capuchons d'extrémité (30, 31) pour la fermeture des extrémités de face des barres horizontales (2, 2a) qui sont sinon ouvertes.
EP92114380A 1991-09-26 1992-08-24 Mur-rideaux non-porteurs Expired - Lifetime EP0534143B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4132064A DE4132064C1 (fr) 1991-09-26 1991-09-26
DE4132064 1991-09-26

Publications (2)

Publication Number Publication Date
EP0534143A1 EP0534143A1 (fr) 1993-03-31
EP0534143B1 true EP0534143B1 (fr) 1994-12-14

Family

ID=6441557

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92114380A Expired - Lifetime EP0534143B1 (fr) 1991-09-26 1992-08-24 Mur-rideaux non-porteurs

Country Status (3)

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EP (1) EP0534143B1 (fr)
AT (1) ATE115674T1 (fr)
DE (2) DE4132064C1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19906323C1 (de) * 1999-02-16 2000-10-05 Hoogovens Aluminium Profiltech Vorrichtung zur Entlüftung eines Glasfalzraumes
SE531927C2 (sv) 2008-01-25 2009-09-08 Brunkeberg Industriutveckling Ab Profil för en flervåningsbyggnads fasad och en flervåningsbyggnad med en sådan fasad
KR200449914Y1 (ko) * 2008-03-12 2010-08-20 안산건업 주식회사 창틀 프레임의 결합구조
CN103781979A (zh) * 2011-05-13 2014-05-07 旭硝子法国简易股份公司 将风撑装配在玻璃墙壁上的装配系统
CN105442723A (zh) * 2015-04-22 2016-03-30 常熟市凯力达蜂窝包装材料有限公司 一种墙体夹持用型材
CN106545114A (zh) * 2017-01-12 2017-03-29 广东绿屋建筑科技工程有限公司 一种陶瓷薄板‑玻璃复合板隐框安装系统

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3362123A (en) * 1965-09-16 1968-01-09 E K Geyser Company Curtain wall with panels of different thicknesses
DE1658887C3 (de) * 1967-12-09 1975-03-06 Paul Dipl.-Ing. 7750 Konstanz Jordan Nichttragende, mehrschichtige Gebäude-AuBenwandung, z.B. Vorhangwand od. dgl
GB2137673A (en) * 1983-04-05 1984-10-10 Modern Art Glass Company Limit Support structures for walls or roofs
DE3603637C3 (de) * 1986-02-06 2002-05-02 Eural Firmengruppe Fuer Fenste Fassadenkonstruktion, bei der horizontal vorgesehene Sprossen mit vertikal angeordneten, tragenden Pfosten verbunden sind
DE8716012U1 (fr) * 1987-12-04 1988-01-21 Wieland-Werke Ag, 7900 Ulm, De
DE3928024A1 (de) * 1989-08-24 1991-02-28 Amanco L & F Ag Vorrichtung zur entwaesserung insbesondere von schraeg- und dachverglasungen

Also Published As

Publication number Publication date
EP0534143A1 (fr) 1993-03-31
DE4132064C1 (fr) 1993-04-01
DE59200971D1 (de) 1995-01-26
ATE115674T1 (de) 1994-12-15

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