EP0590143A1 - Facade fixation console. - Google Patents

Facade fixation console.

Info

Publication number
EP0590143A1
EP0590143A1 EP93911449A EP93911449A EP0590143A1 EP 0590143 A1 EP0590143 A1 EP 0590143A1 EP 93911449 A EP93911449 A EP 93911449A EP 93911449 A EP93911449 A EP 93911449A EP 0590143 A1 EP0590143 A1 EP 0590143A1
Authority
EP
European Patent Office
Prior art keywords
support
support arm
console according
bearing
supporting arm
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
EP93911449A
Other languages
German (de)
French (fr)
Other versions
EP0590143B1 (en
Inventor
Guenter 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

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.
  • console which is inserted through a hole in the outer shades and embedded in an annular groove of 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.
  • a fastening anchor By means of an obliquely running end edge of the tubular bracket, the outer shell is pretensioned in order to accommodate the support when it is braced on the supporting concrete shell.
  • the invention has for its object to provide a console for the renovation of a facade fastening, which is easy to assemble and enables a flat support in the middle of the outer shells for prestressing the outer shell.
  • 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 console 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 pretensioned against the inner wall of the bore of the outer shell after it has been aligned in the longitudinal hole on the center of the outer shell by means of a nut which is supported on the support arm.
  • the loadings resulting from the outer shell are thus 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.
  • the ability of the support to be displaced in the elongated hole of the support arm can compensate for different distances between the plates forming the outer shell and the inner concrete shell.
  • arched support plate formed support allows a flat support on the inner wall of the bore of the outer shell. This avoids stress peaks, which under certain circumstances can lead to an outbreak of the borehole with additional stress due to thermal expansion.
  • the support Due to excessive pre-tensioning on the one hand or due to an orientation of the support arm in the borehole of the outer shells which is not exactly axially parallel, the support is tilted somewhat when braced between the support arm and the borehole wall of the outer shells, 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 on the support arm could possibly, in particular due to vibration loads due to wind pressure powers, slide. It is therefore appropriate to both the curved contact surface of the
  • Figure 3 shows the disk in a perspective view.
  • the console consists of two welded U-profiles inserted into each other at right angles, the longer profile strip as flange 1 forming the support on the supporting concrete shell 2 and the other profile strip forming the support arm 3 for the outer shell 4.
  • support plates 6, 7 are welded onto 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 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 is now inserted with a screwed-on nut 13 and moved in 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 is biased against the inner wall of the bore 8.
  • the support plate 14 is arched 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 FIG. 2 is supported on the support arm 3 via the disk 15.
  • This disc has a curved bearing surface 16, so that a tilted
  • both the curved support surface 16 of the disc 15 and the support surface 17 of the support arm 3 are provided with toothing ribs 18 arranged transversely to the slot 10.
  • FIG. 3 it can be seen that the curved bearing surface 16 of the disk 15 is divided by a raised central web 19 which engages in the elongated hole 10.
  • This Mittel ⁇ web 19 ensures that the disc 15 is 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 curved bearing surface 16 of the disc 15 corresponds approximately to that

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)
  • Soil Working Implements (AREA)
  • Memory System Of A Hierarchy Structure (AREA)
  • Finishing Walls (AREA)
  • Eye Examination Apparatus (AREA)
  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (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

Konsole für Fassadenbefestigung Bracket for facade fastening
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 innerenWith conventional panel construction, the outer shell with the load-bearing inner
Betonschale über einbetonierte Stahlanker und unter Bildung eines Hohlraumes zwischen den beiden Schalen verbunden. In der Regel ist der Hohlraum mit Dämmstoff- platten zur Isolierung ausgefüllt. Durch Witterungseinflüsse und Korrosion der Stahl¬ anker ergeben sich Sicherheitsrisiken für die Fassadenbefestigung, die eine Sanierung der Befestigung notwendig machen. Für die Sanierung ist es bekannt, eine rohrförmigeConcrete shell connected via concrete-anchored steel anchors and forming a cavity between the two shells. As a rule, the cavity is filled with insulation panels for insulation. Weather influences and corrosion of the steel anchors result in safety risks for the facade fastening, which make it necessary to renovate the fastening. For the renovation it is known to be a tubular one
Konsole zu verwenden, die durch eine Bohrung der Außenschaie 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 tra¬ genden Betonschale eine Vorspannung der Außenschale zur Aufnahme der Tragiast er¬ reicht.To use console, which is inserted through a hole in the outer shades and embedded in an annular groove of 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. By means of an obliquely running end edge of the tubular bracket, the outer shell is pretensioned in order to accommodate the support when it is braced on the supporting concrete shell.
Die Nachteile dieser bekannten Konsole zur Sanierung der Fassadenbefestigung be¬ stehen darin, daß in der tragenden Betonschale ein Ringspalt entsprechend dem Quer- schnitt der Konsole hergestellt werden muß. Ferner ist durch die Kupplung der Befesti¬ gung der Konsole an der tragenden Betonschale mit der Vorspannung für die Außen¬ schale keine individuelle Vorspannung der Außenschale möglich. Die Vorspannung wird darüberhiπaus durch eine Schrägverspannung der Konsole erreicht, die zu einer ein¬ seitigen, nur auf Linienberührung basierenden Abstützung im Bohrloch der Außenschale führt.The disadvantages of this known bracket for the renovation of the facade fastening are that an annular gap corresponding to the cross section of the bracket must be made in the supporting concrete shell. Furthermore, the coupling of the fastening of the bracket to the load-bearing concrete shell with the pretension for the outer shell means that no individual pretensioning of the outer shell is possible. The prestressing is additionally achieved by an oblique bracing of the bracket, which leads to a one-sided support in the borehole of the outer shell, which is based only on line contact.
Der Erfindung liegt die Aufgabe zugrunde, eine Konsole für die Sanierung einer Fassa¬ denbefestigung zu schaffen, die einfach montierbar ist und eine flächige, in der Mitte der Außenschaie ansetzende Abstützung zur Vorspannung der Außenschale ermöglicht. Die Lösung dieser Aufgabe wird durch die im Anspruch 1 angegebenen Merkmale er¬ reicht. Durch die Winkeiform der Konsole ist diese trotz eines relativ langen Flansches als Auflage an der tragenden Betonschale durch ein kleines Bohrloch in der Außen¬ schale 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 Laπgioch auf die Mitte der Außenschale über eine sich am Tragarm abstützende Mutter gegen die innenwaπdung der Bohrung der Außen¬ schale vorgespannt. Damit werden die von der Außenschale resultierenden Tragbe¬ lastungen über die Stütze und Konsole in die tragende Betonschale eingeleitet und ein Absinken der Außenschaie bei späterem Versagen der alten Anker verhindert. Durch dieThe invention has for its object to provide a console for the renovation of a facade fastening, which is easy to assemble and enables a flat support in the middle of the outer shells for prestressing the outer shell. 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 console 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 pretensioned against the inner wall of the bore of the outer shell after it has been aligned in the longitudinal hole on the center of the outer shell by means of a nut which is supported on the support arm. The loadings resulting from the outer shell are thus 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. Through the
Verschϊebbarkeit der Stütze im Langloch des Tragarmes können unterschiedliche Ab¬ stände der die Außenschale bildenden Platten gegenüber der inneren Betonschale aus¬ geglichen werden.The ability of the support to be displaced in the elongated hole of the support arm can compensate for different distances between the plates forming the outer shell and the inner concrete shell.
Die durch einen Gewindebolzen und einer auf dessen Stirnseite aufgesetzten, quer zurThe by a threaded bolt and one placed on its face, transverse to
Längsrichtung des Tragarmes gewölbten Auflageplatte gebildeten Stütze erlaubt eine flächige Auflage an der Innenwandung der Bohrung der Außenschale. Damit werden Spannungspitzeπ vermieden, die unter Umständen zu einem Ausbruch des Bohrloches bei Zusatzbelastungeπ durch Wärmedehnung führen können.In the longitudinal direction of the support arm arched support plate formed support allows a flat support on the inner wall of the bore of the outer shell. This avoids stress peaks, which under certain circumstances can lead to an outbreak of the borehole with additional stress due to thermal expansion.
Durch zu starke Vorspannung einerseits oder durch eine nicht exakt achsparallele Aus¬ richtung des Tragarmes im Bohrloch der Außenschaie wird die Stütze beim Verspannen zwischen dem Tragarm und der Bohriochwandung der Außenschaie etwas verkantet, so daß ungünstige Biegemomente auf die Stütze wirken. Zur Vermeidung dieser Biege¬ momente und des Verkantens wird in einer weiteren Ausgestaltung der Erfindung vorge- schlagen, die Stütze auf dem Tragarm über eine Scheibe- abzustützen, deren Auflage¬ fläche 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 pre-tensioning on the one hand or due to an orientation of the support arm in the borehole of the outer shells which is not exactly axially parallel, the support is tilted somewhat when braced between the support arm and the borehole wall of the outer shells, so that unfavorable bending moments act on the support. In order 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 disc, the support 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 Schrägsteliung 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 derIf the support is tilted more sharply, the disc on the support arm could possibly, in particular due to vibration loads due to wind pressure powers, slide. It is therefore appropriate to both the curved contact surface of the
Scheibe als auch die Aufiagefläche des Tragarmes mit quer zum Langloch des Trag¬ armes angeordneten Verzahnungsrippeπ zu versehen. Als Radius (R) für die Wölbung empfiehlt sich ein Maß, das etwa der Länge der Stütze entspricht.To provide the washer and the supporting surface of the support arm with toothing ribs arranged transversely to the slot 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:Show it:
Figur 1 die eingebaute Konsole,1 shows the built-in console,
Figur 2 die über eine Scheibe am Tragarm aufsitzende Stütze und2 shows the support seated on a disk on the support arm and
Figur 3 die Scheibe in perspektivischer Ansicht.Figure 3 shows the disk in a perspective view.
Die Konsole besteht aus zwei rechtwinklig ineinander gesteckte und verschweißte U- Profile, wobei die längere Profilieiste als Flansch 1 die Auflage an der tragenden Beton¬ schale 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 aufge- schweißt.The console consists of two welded U-profiles inserted into each other at right angles, the longer profile strip as flange 1 forming the support on the supporting concrete shell 2 and the other profile strip 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 onto 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 LaπglochTo 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. In the Laπgloch
10 des Tragarmes 3 wird nunmehr der Gewindebolzen 11 der Stütze 12 mit einer aufge¬ schraubten 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 Innenwan¬ dung der Bohrung zu erreichen, ist die Auflageplatte 14 quer zur Längsrichtung, des Tragarmes mit einem Radius gewölbt, der dem Radius der Bohrung 8 entspricht. 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.10 of the support arm 3, the threaded bolt 11 of the support 12 is now inserted with a screwed-on nut 13 and moved in 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 arched 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.
Die in Figur 2 dargestellte Stütze 12 ist auf dem Tragarm 3 über die Scheibe 15 abge- stützt. Diese Scheibe weist eine gewölbte Auflagefläche 16 auf, so daß eine verkanteteThe support 12 shown in FIG. 2 is supported on the support arm 3 via the disk 15. This disc has a curved bearing surface 16, so that a tilted
Verspannung der Stütze 12 nicht eintreten kann. Um ein Abrutschen der Scheibe bei zu starker Schrägstellung der Stütze 12 auszuschließen, ist sowohl die gewölbte Auflage-, fläche 16 der Scheibe 15 als auch die Aufiagefläche 17 des Tragarmes 3 mit quer zum Langioch 10 angeordneten Verzahnungsrippen 18 versehen.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 support surface 16 of the disc 15 and the support surface 17 of the support arm 3 are provided with toothing ribs 18 arranged transversely to the slot 10.
In Figur 3 ist erkennbar, daß die gewölbte Auflagefläche 16 der Scheibe 15 durch einen in das Langioch 10 eingreifenden erhabenen Mitteisteg 19 geteilt ist. Über diesen Mittel¬ steg 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 ge¬ steckt, 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 derIn FIG. 3 it can be seen that the curved bearing surface 16 of the disk 15 is divided by a raised central web 19 which engages in the elongated hole 10. This Mittel¬ web 19 ensures that the disc 15 is 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 curved bearing surface 16 of the disc 15 corresponds approximately to that
Gesamtlänge der Stütze 12. Total length of the support 12.

Claims

S C H U TZ A N S P R U C H E PROTECTION CLAIMS
1. Konsole für die Sanierung einer Fassadenbefestigung mit einem an der tragen- den Betonschale befestigbaren Flansch und einem in eine Bohrung der Außen¬ schale eingreifenden und diese abstützenden Tragarm, dadurch gekenn¬ zeichnet, daß der Flansch (1 ) und der Tragarm (3) als rechtwinklig miteinander verbundene Profilleisten ausgebildet sind, und daß am Tragarm (3) eine in der Bohrung (8) der Außenschale (4) verspannbare und in einem Langloch (10) des Tragarmes (3) in dessen Längsrichtung verschiebbare Stütze (12) angeordnet ist.1. Bracket for the renovation of a facade fastening with a flange which can be fastened to the supporting concrete shell and a support arm which engages in a bore of the outer shell and supports it, characterized in that the flange (1) and the support arm (3) are formed as rectangular strips connected to each other, and that a support (12) is arranged on the support arm (3) in the bore (8) of the outer shell (4) and in an elongated hole (10) of the support arm (3) in its longitudinal direction .
2. Konsole nach Anspruch 1 , dadurch gekennzeichnet, daß die Stütze (12) durch einen Gewindebolzen (11 ) und einer auf der Stirnseite des Gewindebolzens auf¬ gesetzten, quer zur Längsrichtung des Tragarmes (3) gewölbten Auflageplatte (14) gebildet ist.2. Console according to claim 1, characterized in that the support (12) is formed by a threaded bolt (11) and a auf¬ placed on the end face of the threaded bolt, transverse to the longitudinal direction of the support arm (3) arched support plate (14).
3. Konsole nach Anspruch 1 , dadurch gekennzeichnet, daß die Profilleisten inein- andergesteckte U-Profile sind, die durch Schweißen, Schrauben, Stifte oder dgl. starr miteinander verbunden sind.3. Console according to claim 1, characterized in that the profile strips are nested U-profiles, which are rigidly connected to one another by welding, screws, pins or the like.
4. Konsole nach Anspruch 1 , dadurch gekennzeichnet, daß die Stütze (12) auf dem Tragarm (3) über eine Scheibe (15) abgestützt ist, deren Auflagefläche (16) am Tragarm in Längsrichtung des Tragarmes gewölbt ist. 4. Console according to claim 1, characterized in that the support (12) on the support arm (3) is supported by a disc (15) whose bearing surface (16) on the support arm is curved in the longitudinal direction of the support arm.
5. Konsole nach Anspruch 4, dadurch gekennzeichnet, daß der Radius (R) der5. Console according to claim 4, characterized in that the radius (R) of the
Wölbung etwa der Länge der Stütze (12) entspricht.Curvature corresponds approximately to the length of the support (12).
6. Konsole nach Anspruch 4, dadurch gekennzeichnet, daß die gewölbte Auflage¬ fläche (16) der Scheibe (15) durch einen Mittelsteg (19) geteilt ist, der in das Langioch (10) des Tragarmes (3) eingreift.6. Console according to claim 4, characterized in that the curved support surface (16) of the disc (15) is divided by a central web (19) which engages in the slot (10) of the support arm (3).
7. Konsole nach Anspruch 4, dadurch gekennzeichnet, daß die gewölbte Auflage¬ fläche (16) der Scheibe (15) und die Aufiagefiäche (17) des Tragarmes (3) mit • quer zum Langloch (10) des Tragarmes angeordneten Verzahnuπgsrippen (18) versehen sind. 7. Console according to claim 4, characterized in that the curved support surface (16) of the disc (15) and the support surface (17) of the support arm (3) with • arranged transversely to the slot (10) of the support arm toothing ribs (18) are provided.
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 DE9216236U1 (en) 1992-04-11 1992-11-28 Bracket for facade fastening
DE9216236U 1992-11-28
PCT/EP1993/000862 WO1993021410A1 (en) 1992-04-11 1993-04-07 Facade fixation console

Publications (2)

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

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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) PL55625Y1 (en)
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WO (1) WO1993021410A1 (en)

Families Citing this family (8)

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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

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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

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Publication number Publication date
HU212845B (en) 1996-12-30
HUT66236A (en) 1994-10-28
ATE132563T1 (en) 1996-01-15
DE59301317D1 (en) 1996-02-15
RU2081261C1 (en) 1997-06-10
EP0590143B1 (en) 1996-01-03
PL301288A1 (en) 1994-04-18
JPH0833066B2 (en) 1996-03-29
ES2084497T3 (en) 1996-05-01
HU9302357D0 (en) 1994-03-28
BR9305473A (en) 1994-09-27
DE9216236U1 (en) 1993-01-28
US5435107A (en) 1995-07-25
JPH06503625A (en) 1994-04-21
PL55625Y1 (en) 1997-11-28
DK0590143T3 (en) 1996-02-26
WO1993021410A1 (en) 1993-10-28

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