EP0590143B1 - Facade fixation console - Google Patents

Facade fixation console Download PDF

Info

Publication number
EP0590143B1
EP0590143B1 EP93911449A EP93911449A EP0590143B1 EP 0590143 B1 EP0590143 B1 EP 0590143B1 EP 93911449 A EP93911449 A EP 93911449A EP 93911449 A EP93911449 A EP 93911449A EP 0590143 B1 EP0590143 B1 EP 0590143B1
Authority
EP
European Patent Office
Prior art keywords
supporting arm
bearing
support
jack
outer shell
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
EP93911449A
Other languages
German (de)
French (fr)
Other versions
EP0590143A1 (en
Inventor
Günter Seibold
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.)
Fischerwerke Artur Fischer GmbH and Co KG
Original Assignee
Fischerwerke Artur Fischer 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 Fischerwerke Artur Fischer GmbH and Co KG filed Critical Fischerwerke Artur Fischer GmbH and Co KG
Publication of EP0590143A1 publication Critical patent/EP0590143A1/en
Application granted granted Critical
Publication of EP0590143B1 publication Critical patent/EP0590143B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0853—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
    • E04F13/0855—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular to the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0296—Repairing or restoring facades

Definitions

  • the invention relates to a console for the renovation of a facade fastening according to the preamble of claim 1.
  • the outer shell was connected to the load-bearing inner concrete shell via steel anchors concreted in and to form a cavity between the two shells.
  • the cavity is filled with insulation boards for insulation.
  • Weather conditions and corrosion of the steel anchors result in safety risks for the facade fastening, which make it necessary to renovate the fastening.
  • For the refurbishment it is known, for example from document DE-A-412685, to use a tubular bracket which is pushed through a bore in the outer shell and is inserted into an annular groove in the supporting concrete shell. A web is welded into the pipe, by means of which a fastening anchor can be used to brace and fasten the pipe to the supporting concrete shell. Due to an oblique front edge of the tubular bracket, the outer shell is pre-stressed to hold the load when the concrete shell is braced.
  • the invention has for its object to provide a console for the renovation of a facade fastening, which is easy to assemble and allows a flat, in the middle of the outer shell support for biasing the outer shell.
  • bracket Due to the angular shape of the bracket, it can be pushed through a small borehole in the outer shell for assembly despite a relatively long flange as a support on the supporting concrete shell.
  • the bracket is attached to the supporting concrete shell with a fastening anchor so that the bracket arm is aligned with the hole in the outer shell.
  • the support inserted in an elongated hole of the support arm is prestressed after its alignment in the elongated hole on the center of the outer shell via a nut supported on the support arm against the inner wall of the bore of the outer shell.
  • the support formed by a threaded bolt and a support plate placed on the end face and arched transversely to the longitudinal direction of the support arm permits a flat support on the inner wall of the bore of the outer shell. This avoids stress peaks that can lead to a breakout of the borehole under additional loads due to thermal expansion.
  • the support Due to excessive preload on the one hand or due to a not exactly axially parallel alignment of the support arm in the borehole of the outer shell, the support is slightly tilted when bracing between the support arm and the borehole wall of the outer shell, so that unfavorable bending moments act on the support.
  • the support surface of the disc is divided by a central web that engages in the elongated hole of the support arm.
  • the disc could be on the support arm, in particular due to vibration loads due to wind pressure powers, slide. It is therefore expedient to provide both the curved bearing surface of the disk and the bearing surface of the support arm with toothing ribs arranged transversely to the elongated hole of the support arm. A radius that corresponds approximately to the length of the column is recommended as the radius (R) for the curvature.
  • the console consists of two welded U-profiles inserted into each other at right angles, the longer profile bar as flange 1 forming the support on the supporting concrete shell 2 and the other profile bar forming the support arm 3 for the outer shell 4.
  • support plates 6, 7 are welded to the bottom web 5 of the flange 1 in the region of the two outer ends.
  • a borehole 8 is made in the outer shell 4, through which the bracket is pushed and placed on the supporting concrete shell 2.
  • the console With a fastening anchor 9, the console is attached to the concrete shell in such a way that the support arm is aligned with the bore 8 of the outer shell.
  • the threaded bolt 11 of the support 12 with a screwed-on nut 13 is now inserted into the elongated hole 10 of the support arm 3 and moved into the elongated hole until the support plate 14 welded onto the end face of the threaded bolt 11 is located in the middle of the outer shell 4.
  • the support 12 By turning the nut 13, the support 12 is biased against the inner wall of the bore 8.
  • the support plate 14 is curved transversely to the longitudinal direction of the support arm with a radius which corresponds to the radius of the bore 8.
  • the load on the outer shell 4 is now introduced into the supporting concrete shell 2 via the support 12 and console. This prevents the outer shell 4 from sinking if the old anchor fails later. A plaster or cladding panels can now be applied to the outer shell 4.
  • the support 12 shown in Figure 2 is supported on the support arm 3 via the disc 15.
  • This disc has a curved bearing surface 16, so that a tilted bracing of the support 12 cannot occur.
  • both the curved contact surface 16 of the disc 15 and the contact surface 17 of the support arm 3 are provided with toothing ribs 18 arranged transversely to the elongated hole 10.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Finishing Walls (AREA)
  • Eye Examination Apparatus (AREA)
  • Soil Working Implements (AREA)
  • Memory System Of A Hierarchy Structure (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
  • Heat Treatment Of Strip Materials And Filament Materials (AREA)

Abstract

The bracket for repairing an attachment of an outer facade element to a load-bearing concrete member includes a flange attachable to the load-bearing concrete member; a supporting arm attached to the flange and provided with a longitudinal slot; and a jack mountable in the longitudinal slot in the supporting arm for support of the outer facade element. The jack is adjustably positionable in the longitudinal slot of the supporting arm in a longitudinal direction of the supporting arm to compensate for different spacings of the outer facade element from the load-bearing concrete member. The jack includes a threaded bolt having a head, a bearing plate attached to the head for bearing on the outer facade element and a support plate secured to the bolt and bearing on the supporting arm. The bearing plate is arched transversely to the longitudinal direction of the supporting arm so as to be engagable with a curved surface of a hole drilled in the outer facade element.

Description

Die Erfindung betrifft eine Konsole für die Sanierung einer Fassadenbefestigung gemäß der Gattung des Anspruches 1.The invention relates to a console for the renovation of a facade fastening according to the preamble of claim 1.

Bei herkömmlicher Plattenbauweise wurde die Außenschale mit der tragenden inneren Betonschale über einbetonierte Stahlanker und unter Bildung eines Hohlraumes zwischen den beiden Schaien verbunden. In der Regel ist der Hohlraum mit Dämmstoffplatten zur Isolierung ausgefüllt. Durch Witterungseinflüsse und Korrosion der Stahlanker ergeben sich Sicherheitsrisiken für die Fassadenbefestigung, die eine Sanierung der Befestigung notwendig machen. Für die Sanierung ist zum Beispiel aus dem Dokument DE-A-412685 bekannt, eine rohrförmige Konsole zu verwenden, die durch eine Bohrung der Außenschale durchgesteckt und in eine Ringnut der tragenden Betonschale eingelassen wird. In das Rohr ist ein Steg eingeschweißt, über den mittels eines Befestigungsankers eine Verspannung und Befestigung des Rohres an der tragenden Betonschale möglich ist. Durch eine schräg verlaufende Stirnkante der rohrförmigen Konsole wird bei der Verspannung an der tragenden Betonschale eine Vorspannung der Außenschale zur Aufnahme der Traglast erreicht.In conventional panel construction, the outer shell was connected to the load-bearing inner concrete shell via steel anchors concreted in and to form a cavity between the two shells. As a rule, the cavity is filled with insulation boards for insulation. Weather conditions and corrosion of the steel anchors result in safety risks for the facade fastening, which make it necessary to renovate the fastening. For the refurbishment it is known, for example from document DE-A-412685, to use a tubular bracket which is pushed through a bore in the outer shell and is inserted into an annular groove in the supporting concrete shell. A web is welded into the pipe, by means of which a fastening anchor can be used to brace and fasten the pipe to the supporting concrete shell. Due to an oblique front edge of the tubular bracket, the outer shell is pre-stressed to hold the load when the concrete shell is braced.

Die Nachteile dieser bekannten Konsole zur Sanierung der Fassadenbefestigung bestehen darin, daß in der tragenden Betonschale ein Ringspalt entsprechend dem Querschnitt der Konsole hergestellt werden muß. Femer ist durch die Kupplung der Befestigung der Konsole an der tragenden Betonschale mit der Vorspannung für die Außenschale keine individuelle Vorspannung der Außenschale möglich. Die Vorspannung wird darüberhinaus durch eine Schrägverspannung der Konsole erreicht, die zu einer einseitigen, nur auf Linienberührung basierenden Abstützung im Bohrloch der Außenschale führt.The disadvantages of this known bracket for the renovation of the facade fastening consist in the fact that an annular gap corresponding to the cross section of the bracket must be produced in the supporting concrete shell. Furthermore, by coupling the fastening of the bracket to the load-bearing concrete shell with the preload for the outer shell, no individual preload of the outer shell is possible. The preload is also achieved by an inclined bracing of the bracket, which leads to a one-sided support in the borehole of the outer shell that is only based on line contact.

Der Erfindung liegt die Aufgabe zugrunde, eine Konsole für die Sanierung einer Fassadenbefestigung zu schaffen, die einfach montierbar ist und eine flächige, in der Mitte der Außenschale ansetzende Abstützung zur Vorspannung der Außenschale ermöglicht.The invention has for its object to provide a console for the renovation of a facade fastening, which is easy to assemble and allows a flat, in the middle of the outer shell support for biasing the outer shell.

Die Lösung dieser Aufgabe wird durch die im Anspruch 1 angegebenen Merkmale erreicht. Durch die Winkelform der Konsole ist diese trotz eines relativ langen Flansches als Auflage an der tragenden Betonschale durch ein kleines Bohrloch in der Außenschale zur Montage durchschiebbar. Die Konsole wird an der tragenden Betonschale mit einem Befestigungsanker so befestigt, daß der Tragarm der Konsole mit der Bohrung in der Außenschale fluchtet. Die in einem Langloch des Tragarmes eingesetzte Stütze wird nach ihrer Ausrichtung in dem Langloch auf die Mitte der Außenschale über eine sich am Tragarm abstützende Mutter gegen die Innenwandung der Bohrung der Außenschale vorgespannt. Damit werden die von der Außenschale resultierenden Tragbelastungen über die Stütze und Konsole in die tragende Betonschale eingeleitet und ein Absinken der Außenschale bei späterem Versagen der alten Anker verhindert. Durch die Verschiebbarkeit der Stütze im Langloch des Tragarmes können unterschiedliche Abstände der die Außenschale bildenden Platten gegenüber der inneren Betonschale ausgeglichen werden.This object is achieved by the features specified in claim 1. Due to the angular shape of the bracket, it can be pushed through a small borehole in the outer shell for assembly despite a relatively long flange as a support on the supporting concrete shell. The bracket is attached to the supporting concrete shell with a fastening anchor so that the bracket arm is aligned with the hole in the outer shell. The support inserted in an elongated hole of the support arm is prestressed after its alignment in the elongated hole on the center of the outer shell via a nut supported on the support arm against the inner wall of the bore of the outer shell. In this way, the bearing loads resulting from the outer shell are introduced into the load-bearing concrete shell via the support and bracket, and the outer shell is prevented from sinking if the old anchors fail later. Due to the displaceability of the support in the elongated hole of the support arm, different distances between the plates forming the outer shell and the inner concrete shell can be compensated.

Die durch einen Gewindebolzen und einer auf dessen Stimseite aufgesetzten, quer zur Längsrichtung des Tragarmes gewölbten Auflageplatte gebildeten Stütze erlaubt eine flächige Auflage an der Innenwandung der Bohrung der Außenschale. Damit werden Spannungspitzen vermieden, die unter Umständen zu einem Ausbruch des Bohrloches bei Zusatzbelastungen durch Wärmedehnung führen können.The support formed by a threaded bolt and a support plate placed on the end face and arched transversely to the longitudinal direction of the support arm permits a flat support on the inner wall of the bore of the outer shell. This avoids stress peaks that can lead to a breakout of the borehole under additional loads due to thermal expansion.

Durch zu starke Vorspannung einerseits oder durch eine nicht exakt achsparallele Ausrichtung des Tragarmes im Bohrloch der Außenschale wird die Stütze beim Verspannen zwischen dem Tragarm und der Bohrlochwandung der Außenschale etwas verkantet, so daß ungünstige Biegemomente auf die Stütze wirken. Zur Vermeidung dieser Biegemomente und des Verkantens wird in einer weiteren Ausgestaltung der Erfindung vorgeschlagen, die Stütze auf dem Tragarm über eine Scheibe abzustützen, deren Auflagefläche am Tragarm in Längsrichtung des Tragarmes gewölbt ist. Zur Arretierung und Ausrichtung der Scheibe auf dem Tragarm ist die Auflagefläche der Scheibe durch einen Mittelsteg geteilt, der in das Langloch des Tragarmes eingreift.Due to excessive preload on the one hand or due to a not exactly axially parallel alignment of the support arm in the borehole of the outer shell, the support is slightly tilted when bracing between the support arm and the borehole wall of the outer shell, so that unfavorable bending moments act on the support. To avoid these bending moments and canting, it is proposed in a further embodiment of the invention to support the support on the support arm via a disk, the bearing surface of which is curved on the support arm in the longitudinal direction of the support arm. For locking and aligning the disc on the support arm, the support surface of the disc is divided by a central web that engages in the elongated hole of the support arm.

Bei einer stärkeren Schrägstellung der Stütze könnte unter Umständen die Scheibe auf dem Tragarm, insbesondere durch Vibrationsbelastungen aufgrund von Winddruck kräften, abgleiten. Es ist daher zweckmäßig, sowohl die gewölbte Auflagefläche der Scheibe als auch die Auflagefläche des Tragarmes mit quer zum Langloch des Tragarmes angeordneten Verzahnungsrippen zu versehen. Als Radius (R) für die Wölbung empfiehlt sich ein Maß, das etwa der Länge der Stütze entspricht.If the support is tilted more sharply, the disc could be on the support arm, in particular due to vibration loads due to wind pressure powers, slide. It is therefore expedient to provide both the curved bearing surface of the disk and the bearing surface of the support arm with toothing ribs arranged transversely to the elongated hole of the support arm. A radius that corresponds approximately to the length of the column is recommended as the radius (R) for the curvature.

In der Zeichnung sind Ausführungsbeispiele der Erfindung dargestellt.Exemplary embodiments of the invention are shown in the drawing.

Es zeigen:

Figur 1
die eingebaute Konsole,
Figur 2
die über eine Scheibe am Tragarm aufsitzende Stütze und
Figur 3
die Scheibe in perspektivischer Ansicht.
Show it:
Figure 1
the built-in console,
Figure 2
the support resting on a disc on the support arm and
Figure 3
the disk in perspective view.

Die Konsole besteht aus zwei rechtwinklig ineinander gesteckte und verschweißte U-Profile, wobei die längere Profilleiste als Flansch 1 die Auflage an der tragenden Betonschale 2 und die andere Profilleiste den Tragarm 3 für die Außenschale 4 bildet. Zur Verbesserung der Auflage an der tragenden Betonschale 2 sind an dem Bodensteg 5 des Flansches 1 im Bereich der beiden äußeren Enden Auflageplatten 6, 7 aufgeschweißt.The console consists of two welded U-profiles inserted into each other at right angles, the longer profile bar as flange 1 forming the support on the supporting concrete shell 2 and the other profile bar forming the support arm 3 for the outer shell 4. To improve the support on the load-bearing concrete shell 2, support plates 6, 7 are welded to the bottom web 5 of the flange 1 in the region of the two outer ends.

Zum Anbringen der Konsole wird in die Außenschale 4 ein Bohrloch 8 eingebracht, durch das die Konsole durchgesteckt und auf der tragenden Betonschale 2 aufgesetzt wird. Mit einem Befestigungsanker 9 wird die Konsole an der Betonschale in der Weise befestigt, daß der Tragarm mit der Bohrung 8 der Außenschale fluchtet. In das Langloch 10 des Tragarmes 3 wird nunmehr der Gewindebolzen 11 der Stütze 12 mit einer aufgeschraubten Mutter 13 eingesteckt und soweit in dem Langloch verschoben, bis die auf der Stirnseite des Gewindebolzens 11 aufgeschweißte Auflageplatte 14 sich in der Mitte der Außenschale 4 befindet. Durch Drehen der Mutter 13 wird die Stütze 12 gegen die Innenwandung der Bohrung 8 vorgespannt. Um eine flächige Auflage an der Innenwandung der Bohrung zu erreichen, ist die Auflageplatte 14 quer zur Längsrichtung des Tragarmes mit einem Radius gewölbt, der dem Radius der Bohrung 8 entspricht.To attach the bracket, a borehole 8 is made in the outer shell 4, through which the bracket is pushed and placed on the supporting concrete shell 2. With a fastening anchor 9, the console is attached to the concrete shell in such a way that the support arm is aligned with the bore 8 of the outer shell. The threaded bolt 11 of the support 12 with a screwed-on nut 13 is now inserted into the elongated hole 10 of the support arm 3 and moved into the elongated hole until the support plate 14 welded onto the end face of the threaded bolt 11 is located in the middle of the outer shell 4. By turning the nut 13, the support 12 is biased against the inner wall of the bore 8. In order to achieve a flat support on the inner wall of the bore, the support plate 14 is curved transversely to the longitudinal direction of the support arm with a radius which corresponds to the radius of the bore 8.

Die Belastung der Außenschale 4 wird nunmehr über die Stütze 12 und Konsole in die tragende Betonschale 2 eingeleitet. Dies verhindert das Absinken der Außenschale 4 bei späterem Versagen der alten Anker. Auf die Außenschale 4 kann nunmehr ein Putz oder Verkleidungsplatten aufgebracht werden.The load on the outer shell 4 is now introduced into the supporting concrete shell 2 via the support 12 and console. This prevents the outer shell 4 from sinking if the old anchor fails later. A plaster or cladding panels can now be applied to the outer shell 4.

Die in Figur 2 dargestellte Stütze 12 ist auf dem Tragarm 3 über die Scheibe 15 abgestützt. Diese Scheibe weist eine gewölbte Auflagefläche 16 auf, so daß eine verkantete Verspannung der Stütze 12 nicht eintreten kann. Um ein Abrutschen der Scheibe bei zu starker Schrägstellung der Stütze 12 auszuschließen, ist sowohl die gewölbte Auflagefläche 16 der Scheibe 15 als auch die Auflagefläche 17 des Tragarmes 3 mit quer zum Langloch 10 angeordneten Verzahnungsrippen 18 versehen.The support 12 shown in Figure 2 is supported on the support arm 3 via the disc 15. This disc has a curved bearing surface 16, so that a tilted bracing of the support 12 cannot occur. In order to prevent the disc from slipping if the support 12 is inclined too much, both the curved contact surface 16 of the disc 15 and the contact surface 17 of the support arm 3 are provided with toothing ribs 18 arranged transversely to the elongated hole 10.

In Figur 3 ist erkennbar, daß die gewölbte Auflagefläche 16 der Scheibe 15 durch einen in das Langloch 10 eingreifenden erhabenen Mittelsteg 19 geteilt ist. Über diesen Mittelsteg 19 wird sichergestellt, daß die Scheibe 15 auf dem Tragarm ausgerichtet aufliegt. Der Gewindebolzen 11 der Stütze 12 wird durch die Bohrung 20 der Scheibe 15 gesteckt, so daß die Mutter 13 auf der Scheibe 15 zur Abstützung der Stütze 12 aufsitzt. Der Radius R der gewölbten Auflagefläche 16 der Scheibe 15 entspricht etwa der Gesamtlänge der Stütze 12.In Figure 3 it can be seen that the arched bearing surface 16 of the disc 15 is divided by a raised central web 19 engaging in the elongated hole 10. This central web 19 ensures that the disc 15 lies aligned on the support arm. The threaded bolt 11 of the support 12 is inserted through the bore 20 of the washer 15 so that the nut 13 rests on the washer 15 to support the support 12. The radius R of the arched bearing surface 16 of the disk 15 corresponds approximately to the total length of the support 12.

Claims (7)

  1. Bracket for the repair of a fixing for a facing on a building, with a flange (1) that can be attached to the load-bearing concrete shell (2), and a supporting arm (3) which engages in a drilled hole (8) in the outer shell (4) and supports the latter, characterised in that the flange (1) and the supporting arm (3) are in the form of section pieces which are connected to one another at right angles, and that on the supporting arm (3) there is arranged a jack (12) which can be braced in the drilled hole (8) of the outer shell (4) and is displaceable in a slot (10) of the supporting arm (3) in the longitudinal direction thereof.
  2. Bracket according to Claim 1, characterised in that the jack (12) is formed by means of a threaded bolt (11) and a bearing plate (14) which is placed on the end face of the threaded bolt and is arched transversely to the longitudinal direction of the supporting arm (3).
  3. Bracket according to Claim 1, characterised in that the section pieces are channel sections which are fitted into one another and are rigidly connected to one another by means of welding, screwing, pins or the like.
  4. Bracket according to Claim 1, characterised in that the jack (12) is supported on the supporting arm (3) by way of a plate (15), of which the surface (16) bearing on the supporting arm is arched in the longitudinal direction of the supporting arm.
  5. Bracket according to Claim 4, characterised in that the radius (R) of the arching corresponds approximately to the length of the jack (12).
  6. Bracket according to Claim 4, characterised in that the arched bearing surface (16) of the plate (15) is divided by a central web (19) which engages in the slot (10) of the supporting arm (3).
  7. Bracket according to Claim 4, characterised in that the arched bearing surface (16) of the plate (15) and the bearing surface (17) of the supporting arm (3) are provided with tooth-like ribs (18) arranged transversely to the slot (10) of the supporting arm.
EP93911449A 1992-04-11 1993-04-07 Facade fixation console Expired - Lifetime EP0590143B1 (en)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE9205082U 1992-04-11
DE9205082 1992-04-11
DE9216236U 1992-11-28
DE9216236U DE9216236U1 (en) 1992-04-11 1992-11-28 Bracket for facade fastening
PCT/EP1993/000862 WO1993021410A1 (en) 1992-04-11 1993-04-07 Facade fixation console

Publications (2)

Publication Number Publication Date
EP0590143A1 EP0590143A1 (en) 1994-04-06
EP0590143B1 true EP0590143B1 (en) 1996-01-03

Family

ID=25959386

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93911449A Expired - Lifetime EP0590143B1 (en) 1992-04-11 1993-04-07 Facade fixation console

Country Status (12)

Country Link
US (1) US5435107A (en)
EP (1) EP0590143B1 (en)
JP (1) JPH0833066B2 (en)
AT (1) ATE132563T1 (en)
BR (1) BR9305473A (en)
DE (2) DE9216236U1 (en)
DK (1) DK0590143T3 (en)
ES (1) ES2084497T3 (en)
HU (1) HU212845B (en)
PL (2) PL301288A1 (en)
RU (1) RU2081261C1 (en)
WO (1) WO1993021410A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9216236U1 (en) * 1992-04-11 1993-01-28 fischerwerke Artur Fischer GmbH & Co KG, 7244 Waldachtal Bracket for facade fastening
US6309580B1 (en) * 1995-11-15 2001-10-30 Regents Of The University Of Minnesota Release surfaces, particularly for use in nanoimprint lithography
ATE399912T1 (en) * 2001-09-18 2008-07-15 Halfen Gmbh DEVICE FOR ANCHORING PREFABRICATED BUILDING PARTS
DE10236552B4 (en) * 2002-08-08 2004-07-22 Hilti Ag Connection element for a mounting system
US20070039258A1 (en) 2005-08-19 2007-02-22 Walker John R Iii Adjustable attachment system
US7987644B2 (en) 2006-09-15 2011-08-02 Enclos Corporation Curtainwall system
US20100257812A1 (en) * 2009-04-13 2010-10-14 Schultz Christopher A Adjustable Attachment System
FR2987062B1 (en) * 2012-02-22 2014-11-21 Fondapieu METHOD FOR RETRIEVING PARTS, IN PARTICULAR BRICK FACING AND DEVICE FOR RETRIEVING THE FACING

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR88110E (en) * 1964-12-04 1966-04-15 Device for fixing the coating on a wall or on a wall
DE1942604A1 (en) * 1969-08-21 1971-02-25 Vogel Uwe Dipl Ing Device for anchoring one part to another part of a building structure
DE2405174A1 (en) * 1974-02-04 1975-08-14 Schuckmann Kg Werner A Rear-ventilated wall-cladding slab tie - with adjustable suspension media inside tie-bracket, and assembly screw-adjustable in rail
DE3203194C2 (en) * 1982-01-30 1985-08-22 Siegfried 7135 Wiernsheim Fricker Holding device for building cladding
DE3333954A1 (en) * 1983-09-20 1985-04-04 Hilti Ag, Schaan ADJUSTABLE BRACKET FOR PANEL PANELS
GB8811833D0 (en) * 1988-05-19 1988-06-22 Finean A M Bracket system
US5158392A (en) * 1988-08-03 1992-10-27 Hoshida Kogyo K.K. Arrangement for mounting panel assemblies on a building
DE9216236U1 (en) * 1992-04-11 1993-01-28 fischerwerke Artur Fischer GmbH & Co KG, 7244 Waldachtal Bracket for facade fastening

Also Published As

Publication number Publication date
WO1993021410A1 (en) 1993-10-28
DE59301317D1 (en) 1996-02-15
PL55625Y1 (en) 1997-11-28
JPH06503625A (en) 1994-04-21
DE9216236U1 (en) 1993-01-28
ATE132563T1 (en) 1996-01-15
JPH0833066B2 (en) 1996-03-29
HU212845B (en) 1996-12-30
HUT66236A (en) 1994-10-28
US5435107A (en) 1995-07-25
BR9305473A (en) 1994-09-27
ES2084497T3 (en) 1996-05-01
RU2081261C1 (en) 1997-06-10
HU9302357D0 (en) 1994-03-28
EP0590143A1 (en) 1994-04-06
PL301288A1 (en) 1994-04-18
DK0590143T3 (en) 1996-02-26

Similar Documents

Publication Publication Date Title
EP1722037B1 (en) Traffic guidance device
DE3333954A1 (en) ADJUSTABLE BRACKET FOR PANEL PANELS
EP0590143B1 (en) Facade fixation console
CH666310A5 (en) Facade cladding fixing device - comprises bracket extending through insulation material and accommodating anchoring member for cladding
DE19949839C1 (en) Assembly system for building balconies and their connection employs holding spring or sleeve locating pressure disk at set point on tie anchor for levelling.
DE2924108A1 (en) Curtain facade cladding frame support block - has U=profile sections with positioning screws through interlocking parallel flanges
DE10120897A1 (en) Side protective post for scaffolding, is in two parts with forked anchor rails bearing on building and wedged home plus fitted straps for railings and stringers.
DE2732183A1 (en) Reinforced concrete units end butt joint - involves bolt with nuts through slit inside and outside loop shackle
EP0052158A1 (en) Supporting block for claddings
DE29620796U1 (en) Wall support attachment
DE810311C (en) Device for the cementless fastening of glass covers on reinforced concrete support bodies
CH663813A5 (en) Building cladding material securing device - consists of bracket with slotted hole for anchorage bolt permitting vertical and horizontal adjustment
DE9421403U1 (en) Bracket for attaching a facade or facade cladding to a building or the like. and adjusting element for such a holder
DE29612823U1 (en) Device for anchoring concrete caps to the superstructure of buildings
DE9104712U1 (en) Bracket for facade elements
DE9406442U1 (en) Component
DE4412594A1 (en) Horizontal load-bearing member for structures
EP0967339B1 (en) Balcony on a building wall
DE20210802U1 (en) Fastening device for facade profiles
DE10161426A1 (en) Anchor for cable supports, at building, has base plate with anchor rods passing through into building, and nuts on rods holding base plate between them
DE1434673B2 (en) TRANSFORMER STATION MADE OF PRE-FABRICATED CONCRETE SLABS AND CORNER PARTS
DE2748039A1 (en) Prefabricated staircase supported partially by wall - has two bolts between steps, with encasing pressure units in unsupported areas
EP2481865A2 (en) Step
DE2313272A1 (en) ASSEMBLY DEVICE FOR FASTENING PRE-FABRICATED COMPONENTS
DE202018104681U1 (en) parapet anchor

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: 19930826

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI NL PT SE

17Q First examination report despatched

Effective date: 19950614

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI NL PT SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 19960103

REF Corresponds to:

Ref document number: 132563

Country of ref document: AT

Date of ref document: 19960115

Kind code of ref document: T

ET Fr: translation filed
REF Corresponds to:

Ref document number: 59301317

Country of ref document: DE

Date of ref document: 19960215

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

ITF It: translation for a ep patent filed
REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: SCHAAD, BALASS & PARTNER AG

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Effective date: 19960403

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19960411

Year of fee payment: 4

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19960319

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19960424

Year of fee payment: 4

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19960429

Year of fee payment: 4

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DK

Payment date: 19960430

Year of fee payment: 4

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2084497

Country of ref document: ES

Kind code of ref document: T3

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

26N No opposition filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Effective date: 19970407

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19970408

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19970424

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19970429

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970430

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970430

Ref country code: BE

Effective date: 19970430

BERE Be: lapsed

Owner name: FISCHERWERKE ARTUR FISCHER G.M.B.H. & CO. K.G.

Effective date: 19970430

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

EUG Se: european patent has lapsed

Ref document number: 93911449.2

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980407

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: 19981101

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19981101

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 19990429

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20000405

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 20000408

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20000426

Year of fee payment: 8

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: 20010407

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 20010430

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20010407

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20020204

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20030123

Year of fee payment: 11

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20041103

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 NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050407