WO1994018409A1 - Mechanical support member for glass elements - Google Patents
Mechanical support member for glass elements Download PDFInfo
- Publication number
- WO1994018409A1 WO1994018409A1 PCT/AT1994/000013 AT9400013W WO9418409A1 WO 1994018409 A1 WO1994018409 A1 WO 1994018409A1 AT 9400013 W AT9400013 W AT 9400013W WO 9418409 A1 WO9418409 A1 WO 9418409A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tension element
- glass
- holder according
- brackets
- facade
- Prior art date
Links
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
- E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
- E06B1/04—Frames for doors, windows, or the like to be fixed in openings
- E06B1/36—Frames uniquely adapted for windows
- E06B1/38—Frames uniquely adapted for windows for shop, show, or like large windows
Definitions
- the invention relates to a mechanical holder for glass elements of a glass-only facade held at the corner points, in which the glazing elements are held at fixed points arranged vertically, in particular at one or several storeys, superimposed on the structure, and vertically extending glass supports, arranged at right angles to the facade plane. intermediate brackets are provided between the fixed points.
- the disadvantage of the known facade mentioned is that if the glass support breaks, particularly when there is a wind load, the facade is brought out of its vertical position and thereby collapses.
- the object of the invention is to overcome this disadvantage.
- the invention is characterized in that between the individual glass supports and the level of the facade panels between the fixed brackets and clamped to these, a tension element such.
- B. rope is provided, on which the intermediate brackets between the fixed brackets engage and the tension element is designed as a safety bracket for the glass elements.
- Fig. 1 shows a facade in elevation.
- Fig. 2 is an associated vertical section,
- Fig. 3 shows an embodiment of the tension element and
- Fig. 4 a bracket in detail.
- a glass facade is shown in elevation, in which the glass elements 1-10 are anchored at their corners by brackets 14 on the building.
- the glass elements are mounted in rows, which are directly connected to the building via fix bracket 11, while the brackets 14 represent the connection to the building via a substructure.
- the fixed brackets 11 are arranged vertically one above the other at floor height or at a multiple distance from the floor height, a plurality of facade panels 1-5, 6-10 being provided between them.
- a metallic substructure interferes, so that the same is reduced to a metallic holder 11, 14 in the corner points of the glass elements.
- the intermediate brackets 14 are then fastened to glass supports 12, which are connected to the structure 17, in particular on the parapets of the storeys or every other storey, at storey intervals or also in multiple storey distances.
- This construction has the disadvantage that if the glass support 12 breaks, the glass elements 1-10 can fall out of their holder 11, 14.
- a tension element 13 is drawn in between the glass support 12 and the plane of the glass elements 1-10, preferably in the area of the butt joint of the glass elements between two fixed brackets 11, on which the intermediate brackets 14 for the glass elements 1-10 are arranged , so that if the glass support breaks 12 the tension element 13 ensures the bond between the glass elements 1-10.
- the inclusion of this tension element 13 is shown in FIG.
- the tension element 13 consists of individual rods which are connected to the mounting plate.
- the mounting plate can be designed as a flat 16 of the rod, into which the connecting screw of the mounting 14 engages in the form of a threaded hole 16.
- the rod can also be produced in a one-piece construction, in which the individual rods are welded or glued to the mounting plate or are produced from a workpiece by rolling.
- FIG. 4 shows a holder 14 for the four colliding corner points, for example of glass elements 1, 2, 6 and 7 (FIG. 1), the tension element 13 being designed as a round rod proceeding from the fixed points 11 and being divided into the two Garru ⁇ gen 14 and 14 'is fixed by clamping.
- the clamping screw 18 is guided through the glass support 12 held in the fixed brackets 11.
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
An all-glass facade composed of glass elements (1-10) is secured by a tensioning member (13) inserted between the fixing elements (11) fitted between the glass elements (1-10) and glass support (12). In the event of failure of the glass support (12) said tensioning member (13) holds the glass elements (1-10) in position and acts as a support.
Description
Mechanische Halterunα für Glaselemente Mechanical holder for glass elements
Die Erfindung betrifft eine mechanische Halterung für an den Eckpunkten gehaltene Glaselemente einer Nurglasfassade, bei der die Giaselemente an im rechten Winkel zur Fassadenebene angeordneten zwischen zwei vertikal, insbesondere in ein oder mehrfacher Stockwerksentfernung, übereinanderliegenden Fixpunkten, am Bauwerk verankertem und vertikal verlaufenden Glasträger gehalten sind, wobei zwischen den Fixpunkten Zwischenhalterungen vorgesehen sind.The invention relates to a mechanical holder for glass elements of a glass-only facade held at the corner points, in which the glazing elements are held at fixed points arranged vertically, in particular at one or several storeys, superimposed on the structure, and vertically extending glass supports, arranged at right angles to the facade plane. intermediate brackets are provided between the fixed points.
Der Nachteil der erwähnten bekannten Fassade besteht darin, daß bei einem Bruch des Glasträgers, insbesondere bei Windbelastung, die Fassade aus ihrer vertikalen Lage gebracht wird und dadurch einstürzt.The disadvantage of the known facade mentioned is that if the glass support breaks, particularly when there is a wind load, the facade is brought out of its vertical position and thereby collapses.
Die Erfindung hat es sich zur Aufgabe gestellt, diesem Nachteil zu begegnen.The object of the invention is to overcome this disadvantage.
Die Erfindung ist dadurch gekennzeichnet, daß zwischen den einzelnen Glasträgern und der Ebene der Fassadenplatten zwischen den Fixhalterungen und an diesen eingespannt, ein Zugelement, wie z. B. Seil, vorgesehen ist, an dem die Zwischenhalterungen zwischen den Fixhalterungen angreifen und das Zugelement
als Sicherheitshalterung der Glaselemente ausgebildet ist. Weitere wesentliche Erfindungsmerkmale sind in den Unteransprüchen 2 - 8 angegeben.The invention is characterized in that between the individual glass supports and the level of the facade panels between the fixed brackets and clamped to these, a tension element such. B. rope is provided, on which the intermediate brackets between the fixed brackets engage and the tension element is designed as a safety bracket for the glass elements. Further essential features of the invention are specified in subclaims 2-8.
Die Erfindung ist in den Fig. 1 -4 beispielsweise und schematisch dargestellt. Fig. 1 zeigt eine Fassade im Aufriß. Fig. 2 einen zugehörigen Vertikalschnitt, Fig. 3 eine Ausbildung des Zugelementes und Fig. 4 eine Halterung im Detail.The invention is shown for example and schematically in Figs. 1-4. Fig. 1 shows a facade in elevation. Fig. 2 is an associated vertical section, Fig. 3 shows an embodiment of the tension element and Fig. 4 a bracket in detail.
In Fig. 1 ist eine Glasfassade im Aufriß dargestellt, bei der die Glaselemente 1-10, an ihren Ecken durch Halteruπgen 14 am Bauwerk verankert sind. Die Glaselemente sind in Reihen montiert, die über Fixhalteruπgen 11 direkt mit dem Bauwerk verbunden sind, während die Halterungen 14 die Verbindung zum Bauwerk über eine Unterkonstruktioπ darstellen. Die Fixhalterungen 11 sind in Stockwerkshöhe bzw. in einem mehrfachen Abstand zur Stockwerkshöhe vertikal übereinander angeordnet, wobei zwischen diesen mehrere Fassadenplatten 1-5, 6-10, vorgesehen sind. Bei Nurglasfassadeπ stört eine metallische Unterkonstruktion, sodaß dieselbe auf eine metallische Halterung 11 , 14 in den Eckpunkten der Glaselemente reduziert wird. Die Zwischenhaltungen 14 sind dann an Glasträgern 12 befestigt, die in Stockwerksabständen oder auch in mehrfachen Stockwerksabständeπ an den Fixhalterungen 11 mit dem Bauwerk 17. insbesondere an den Brüstungen der Stockwerke oder jedes zweiten Stockwerkes, verbunden sind. Diese Konstruktion hat den Nachteil, daß bei einem Bruch des Glasträgers 12 die Glaselemente 1-10 aus ihrer Halterung 11 , 14 fallen können. Um diesen Nachteil zu begegnen wird erfindungsgemäß zwischen dem Glasträger 12 und der Ebene der Glaselemente 1- 10 ein Zugelement 13. vorzugsweise im Bereich der Stoßfuge der Glaselemente zwischen zwei Fixhalterungen 11 , eingezogen, an den die Zwischenhalterungen 14 für die Glaselemente 1 -10 angeordnet sind, sodaß bei einem Bruch des Glasträgers
12 das Zugelement 13 den Verbund der Glaselemeπte 1-10 gewährleistet. Die Einbindung dieses Zugelementes 13 ist in Fig. 2 dargestellt, während das Zugelement selbst in einem Ausführungsbeispiel in Fig. 3 dargestellt ist. Aus dieser Figur erkennt man, daß das Zugelement 13 aus Einzelstäben besteht, die mit dem Halterungsblech verbunden sind. Gegebenenfalls kann das Halterungsblech als Ab¬ flachung 16 des Stabes ausgebildet werden, in welche die Verbindungsschraube der Halterung 14 in Form eines Gewindeloches 16 eingreift. Der Stab kann aber auch ein einer einstückigen Konstruktion hergestellt werden, in dem die Einzelstäbe mit dem Halterungsblech verschweißt oder verklebt bzw. aus einem Werkstück durch Walzung hergestellt werden.In Fig. 1, a glass facade is shown in elevation, in which the glass elements 1-10 are anchored at their corners by brackets 14 on the building. The glass elements are mounted in rows, which are directly connected to the building via fix bracket 11, while the brackets 14 represent the connection to the building via a substructure. The fixed brackets 11 are arranged vertically one above the other at floor height or at a multiple distance from the floor height, a plurality of facade panels 1-5, 6-10 being provided between them. In the case of only glass façade, a metallic substructure interferes, so that the same is reduced to a metallic holder 11, 14 in the corner points of the glass elements. The intermediate brackets 14 are then fastened to glass supports 12, which are connected to the structure 17, in particular on the parapets of the storeys or every other storey, at storey intervals or also in multiple storey distances. This construction has the disadvantage that if the glass support 12 breaks, the glass elements 1-10 can fall out of their holder 11, 14. In order to counter this disadvantage, according to the invention, a tension element 13 is drawn in between the glass support 12 and the plane of the glass elements 1-10, preferably in the area of the butt joint of the glass elements between two fixed brackets 11, on which the intermediate brackets 14 for the glass elements 1-10 are arranged , so that if the glass support breaks 12 the tension element 13 ensures the bond between the glass elements 1-10. The inclusion of this tension element 13 is shown in FIG. 2, while the tension element itself is shown in an exemplary embodiment in FIG. 3. From this figure it can be seen that the tension element 13 consists of individual rods which are connected to the mounting plate. If necessary, the mounting plate can be designed as a flat 16 of the rod, into which the connecting screw of the mounting 14 engages in the form of a threaded hole 16. However, the rod can also be produced in a one-piece construction, in which the individual rods are welded or glued to the mounting plate or are produced from a workpiece by rolling.
In Fig. 4 ist eine Halterung 14 für die vier zusammenstoßenden Eckpunkte bei¬ spielsweise der Glaselemente 1 , 2, 6 und 7 (Fig. 1 ) dargestellt, wobei das Zugelement 13 als von den Fixpunkten 11 ausgehender Rundstab ausgebildet ist, der in den geteilten Halteruπgen 14 und 14' durch Klemmung fixiert ist. Die Klemm¬ schraube 18 ist dabei durch den in den Fixhalterungen 11 gehaltenen Glasträger 12 geführt.
FIG. 4 shows a holder 14 for the four colliding corner points, for example of glass elements 1, 2, 6 and 7 (FIG. 1), the tension element 13 being designed as a round rod proceeding from the fixed points 11 and being divided into the two Halteruπgen 14 and 14 'is fixed by clamping. The clamping screw 18 is guided through the glass support 12 held in the fixed brackets 11.
Claims
1. Mechanische Halterung für an den Eckpunkten gehaltene Glaselemente einer Nurglasfassade, bei der die Glaselemeπte an im rechten Winkel zur Fassadenebene angeordneten zwischen zwei vertikal, insbesondere in ein- oder mehrfacher Stockwerksentfernung, übereinanderiiegenden Fixhalteruπgen am Bauwerk verankerten und vertikal verlaufenden Glasträgern gehalten sind, wobei zwischen den Fixhalterungen Zwischenhalterungen vorgesehen sind, dadurch gekennzeichnet, daß zwischen den einzelnen Glasträgern (12) und der Ebene der Fassadenplatten (1-10) zwischen den Fixhalterungen (11 ) an diesen einge¬ spannt ein Zugelement (13), wie z.B. Seil vorgesehen ist, an dem die Zwischenhalterungen (14) zwischen den Fixhalterungen (11 ) angreifen, und das Zugelement (13) als Sicherheitshalterung der Glaselemente ausgebildet ist.1. Mechanical holder for glass elements held at the corner points of an all-glass facade, in which the glass elements are arranged at right angles to the facade plane between two vertically, in particular at one or multiple storey distance, superimposed fixings anchored to the building and vertically extending glass supports, whereby between intermediate brackets are provided, characterized in that a tension element (13), such as, for example, is clamped between the individual glass supports (12) and the plane of the facade panels (1-10) between the fixed brackets (11) Rope is provided, on which the intermediate brackets (14) engage between the fixed brackets (11), and the tension element (13) is designed as a safety bracket for the glass elements.
2. Halterung nach Anspruch 1 , dadurch gekennzeichnet, daß das Zugelement (13) als Rundeisen ausgebildet ist und mittels eines Gewindes längs seiner Achse im Bereich der Fixpunkte (11 ) gehalten ist.2. Holder according to claim 1, characterized in that the tension element (13) is designed as a round bar and is held by means of a thread along its axis in the region of the fixed points (11).
3. Halterung nach Anspruch 1. dadurch gekennzeichnet, daß das Zugelement (13) als Seil, wie z.B. Nylonseil, ausgebildet ist und im Bereich der Fixhalterungen (11 ) an diesen eingepannt ist.3. Holder according to claim 1, characterized in that the tension element (13) as a rope, such as. Nylon rope, is formed and is clamped to these in the area of the fixed brackets (11).
4. Halterung nach Anspruch 1. dadurch gekennzeichnet, daß das Zugelement (13) als Flachstahl ausgebildet ist und durch sein Widerstandsmoment die Fassadenplatte in einer Ebene hält. 4. Holder according to claim 1, characterized in that the tension element (13) is designed as a flat steel and holds the facade panel in one plane by its section modulus.
5. Halterung nach einem der Ansprüche 1 - 4, dadurch gekennzeichnet, daß das Zugelement (13) im Bereich der Zwischenhalterung (14) ein Gewindeloch (15) und insbesondere eine Abflachung (16) aufweist.5. Holder according to one of claims 1-4, characterized in that the tension element (13) in the region of the intermediate holder (14) has a threaded hole (15) and in particular a flattened portion (16).
6. Halterung nach Anspruch 5, dadurch gekennzeichnet, daß das Zugelement (13) von einer Reihe zwischen zwei Zwischenhalterungen (14) eingeschraubten Ver¬ bindungsstäben gebildet ist.6. Holder according to claim 5, characterized in that the tension element (13) is formed by a row between two intermediate brackets (14) screwed Ver¬ connecting rods.
7. Halterung nach Anspruch 1 , dadurch gekennzeichnet, daß das Zugelement (13) parallel zum Glasträger (12) angeordnet ist.7. Holder according to claim 1, characterized in that the tension element (13) is arranged parallel to the glass support (12).
8. Halterung nach Anspruch 1, dadurch gekennzeichnet, daß das Zugelement (13) Teil eines Netzwerkes mit vertikalen und horizontalen Teilen ist, welches an den Fixhalterungen (11) mit dem Bauwerk (17) verbunden ist. 8. Holder according to claim 1, characterized in that the tension element (13) is part of a network with vertical and horizontal parts which is connected to the structure (17) on the fixed brackets (11).
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP94906791A EP0694103B1 (en) | 1993-02-08 | 1994-02-04 | Mechanical support member for glass elements |
DE59400834T DE59400834D1 (en) | 1993-02-08 | 1994-02-04 | MECHANICAL BRACKET FOR GLASS ELEMENTS |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0021993A AT403937B (en) | 1993-02-08 | 1993-02-08 | BRACKET FOR GLASS ELEMENTS |
ATA219/93 | 1993-02-08 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1994018409A1 true WO1994018409A1 (en) | 1994-08-18 |
Family
ID=3484691
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AT1994/000013 WO1994018409A1 (en) | 1993-02-08 | 1994-02-04 | Mechanical support member for glass elements |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0694103B1 (en) |
AT (1) | AT403937B (en) |
DE (1) | DE59400834D1 (en) |
WO (1) | WO1994018409A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0887484A1 (en) * | 1997-06-26 | 1998-12-30 | Saint-Gobain Vitrage | Facade, in particular a glazed one |
FR2776688A1 (en) * | 1998-03-24 | 1999-10-01 | Tecmir | Mounting of glass wall paneling of large dimensions |
CN106013534A (en) * | 2016-05-26 | 2016-10-12 | 江河创建集团股份有限公司 | Combined large-span curtain wall system |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH351094A (en) * | 1956-01-09 | 1960-12-31 | Appel Carl | Large-scale glazing of an opening in a building front |
FR1447307A (en) * | 1965-06-14 | 1966-07-29 | Miroiterie De Lutece | Braced composite beam, in particular for the realization and reinforcement of transparent building facades |
FR2674884A1 (en) * | 1991-04-08 | 1992-10-09 | Ciac | Device for crossbracing a facade with hooped glass |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4105208C2 (en) * | 1991-02-20 | 1997-08-07 | Trube & Kings Kg | Mullion or transom profile for building facade constructions |
-
1993
- 1993-02-08 AT AT0021993A patent/AT403937B/en not_active IP Right Cessation
-
1994
- 1994-02-04 DE DE59400834T patent/DE59400834D1/en not_active Expired - Lifetime
- 1994-02-04 EP EP94906791A patent/EP0694103B1/en not_active Expired - Lifetime
- 1994-02-04 WO PCT/AT1994/000013 patent/WO1994018409A1/en active IP Right Grant
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH351094A (en) * | 1956-01-09 | 1960-12-31 | Appel Carl | Large-scale glazing of an opening in a building front |
FR1447307A (en) * | 1965-06-14 | 1966-07-29 | Miroiterie De Lutece | Braced composite beam, in particular for the realization and reinforcement of transparent building facades |
FR2674884A1 (en) * | 1991-04-08 | 1992-10-09 | Ciac | Device for crossbracing a facade with hooped glass |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0887484A1 (en) * | 1997-06-26 | 1998-12-30 | Saint-Gobain Vitrage | Facade, in particular a glazed one |
FR2765259A1 (en) * | 1997-06-26 | 1998-12-31 | Saint Gobain Vitrage | FACADE, ESPECIALLY GLAZED |
FR2776688A1 (en) * | 1998-03-24 | 1999-10-01 | Tecmir | Mounting of glass wall paneling of large dimensions |
CN106013534A (en) * | 2016-05-26 | 2016-10-12 | 江河创建集团股份有限公司 | Combined large-span curtain wall system |
CN106013534B (en) * | 2016-05-26 | 2018-05-08 | 江河创建集团股份有限公司 | One kind combination large span curtain wall system |
Also Published As
Publication number | Publication date |
---|---|
DE59400834D1 (en) | 1996-11-14 |
ATA21993A (en) | 1997-11-15 |
EP0694103B1 (en) | 1996-10-09 |
EP0694103A1 (en) | 1996-01-31 |
AT403937B (en) | 1998-06-25 |
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