EP0064254A2 - Fastening device for plaster-carrying means - Google Patents

Fastening device for plaster-carrying means Download PDF

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Publication number
EP0064254A2
EP0064254A2 EP82103534A EP82103534A EP0064254A2 EP 0064254 A2 EP0064254 A2 EP 0064254A2 EP 82103534 A EP82103534 A EP 82103534A EP 82103534 A EP82103534 A EP 82103534A EP 0064254 A2 EP0064254 A2 EP 0064254A2
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EP
European Patent Office
Prior art keywords
fastening
fastening device
wires
rail
holding element
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
EP82103534A
Other languages
German (de)
French (fr)
Other versions
EP0064254A3 (en
EP0064254B1 (en
Inventor
Albert Frischmann
Danilo Ing. Grad. Sternisa
Kurt Mermi
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Upat GmbH and Co
Upat Max Langensiepen KG
Original Assignee
Upat GmbH and Co
Upat Max Langensiepen 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.)
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Publication date
Application filed by Upat GmbH and Co, Upat Max Langensiepen KG filed Critical Upat GmbH and Co
Priority to AT82103534T priority Critical patent/ATE15518T1/en
Publication of EP0064254A2 publication Critical patent/EP0064254A2/en
Publication of EP0064254A3 publication Critical patent/EP0064254A3/en
Application granted granted Critical
Publication of EP0064254B1 publication Critical patent/EP0064254B1/en
Expired legal-status Critical Current

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    • 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
    • E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
    • E04F13/04—Bases for plaster
    • E04F13/045—Means for fastening plaster-bases to a supporting structure

Definitions

  • the invention relates to a fastening device for a plaster base in the form of a crossing reinforcing wire having cross wires and cross wires with a on the armoring grid on the side facing away from the mounting wall holding element which is connected with at least one protruding bolt through the reinforcement grid to the supporting surface.
  • Such a known fastening device for flat reinforcement grids consists of an insulating plate which is fastened with the aid of a nail and a nail plug, a spacer with wings extending radially from the nail plug being provided between the reinforcement grid and the wall.
  • About nine dowels per square meter must be used in a grid-like manner to fasten the reinforcement grid. Since the vertical reinforcement of the reinforcement grid is essentially carried out on a single mesh by its support on the nail of the nail anchor, this results in high punctual loads on the reinforcement grid and the risk of the welding points breaking open. This danger also exists if, instead of a flat reinforcement grid, a wave-shaped reinforcement grid is used, which is fastened without spacers using dowels and bolts along the wave troughs.
  • the invention has for its object to provide a fastening device for reinforcing mesh in which high individual loads on individual meshes are avoided.
  • the holding element is a bore for a plurality of fastening bolts rail with a U-shaped profile open in the direction of the insertion ends of the fastening bolts.
  • the special shape of the holding element leads to a distribution of the forces over several meshes and thus to less stress on the welding points.
  • the rail is provided with recesses along its edges, the spacing of which is equal to the spacing between the cross wires of the reinforcement grid.
  • the recesses can be slots of constant width, which have a conical widening in the immediate vicinity of the boundary. This makes it easier to place the rail on the reinforcement grid and at the same time achieves good ductility of the rail.
  • the recesses can also have the shape of triangular notches, which serve to receive the cross wires of the reinforcement grid.
  • the holes provided on the bottom of the U-shaped profile for the fastening bolts have distances which are an integral multiple of the distances between the cross wires of the reinforcement grid. Easy handling results if the rails are provided with predetermined breaking points arranged at regular intervals, at which the rails can be easily separated by kinking.
  • a particularly simple to manufacture fastening device has a flat iron as a holding element, which is provided at regular intervals with holes for fastening bolts.
  • the embodiment of the fastening device shown in FIG. 1 is particularly suitable for fastening a reinforcement grid 1 which is deformed in a wave-like manner at regular intervals.
  • the reinforcement grid 1 has running wires 2 running parallel to the wave fronts and transverse wires 3 running wave-like in the wave direction.
  • the reinforcement grid 1 serves in a known manner as a plaster base, in particular when spraying on a thermal insulation plaster. Then A must be attached to a not shown in FIG. 1, tray, for example, a masonry rm istsgitter 1 before the spraying of the thermal insulation plaster.
  • the fastening device designated overall by 4, consists of a rail 5 with a U-shaped profile. At regular intervals, 5 holes are provided in the rail for fastening bolts 6, which can be fastening screws screwed into dowels, for example.
  • the fastening device 4 is installed along a wave trough in the case of the wave-shaped deformed reinforcement grid 1. This results in a particularly short lever arm for the fastening bolts 6.
  • the teeth 8 remaining between the notches 7 can claw well in the ground and thereby contribute to the attachment.
  • the rail has a rounded cross-sectional shape in the embodiment shown in FIG. 1, the legs of the U-shaped profile of the rail 5 in FIG. 2 run essentially parallel to one another. 2, the fastening bolt 6 projects through an old plaster layer 9 into the fastening base and bears with its head end 10 against the outside 11 of the rail 5.
  • the rail 5 has slots 12 at regular intervals, which are in the vicinity of the Edge of the rail 5 are provided with conical extensions 13.
  • the cross wires 3 of the reinforcement grid 1 extend in a wave-like manner through the insulation plaster 14.
  • the distances between the slots 12 and the cross wires 3 are chosen so that each cross wire 3 comes to lie in a slot 12.
  • the conical extensions 13 make it easier to place the rail 5 on the cross wires 3. Depending on the dimensions between the running wires 2, these can come to lie inside the rail 5 and be supported against the inside or outside of the rail 5 or the fastening bolt 6.
  • the reinforcement grid 1 is also supported via the cross wires 3, as can be easily seen in FIG. 2. It can also be seen in FIG. 2 that the insulating plaster 14 is still provided with a top plaster layer 15.
  • FIG. 3 A third embodiment of the invention is shown in FIG. 3.
  • the fastening device 4 consists of a flat iron 16, which rests on the cross wires 3 of the reinforcement grid 1 and is firmly connected with the aid of fastening bolts 6 to the fastening base, not shown in the drawing.
  • the direct support of the flat iron 16 leads to a deformation of the cross wires 3, as indicated in FIG. 3.
  • the fastening device according to the invention is particularly suitable for fastening corrugated reinforcement gratings 1, but reinforcement gratings extending in one plane can also be fastened using spacers.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)
  • Thermotherapy And Cooling Therapy Devices (AREA)
  • Cleaning In General (AREA)

Abstract

1. Fastening device for a plaster-carrying means in the form of a reinforcing lattice (1) comprising intersecting running wires (2) and cross-wires (3) with an elongated support element (5) which is on the reinforcing lattice (1) on the side remote from the mounting wall (9) and which passes over a plurality of lattice wires (3) and which is connected to the supporting back-ground by means of at least one fastening bolt (6) extending through the reinforcing lattice, characterized in that the support element is a strip (5) with a U-shaped section open in the direction of insertion of the fastening bolts (6), the strip being provided along its periphery with recesses (7, 12, 13) of which the spacings are the same as the spacings between the cross-wires (3) of the reinforcing lattice (1).

Description

Die Erfindung betrifft eine Befestigungsvorrichtung für einen Putzträger in Gestalt eines sich kreuzende Laufdrähte und Querdrähte aufweisenden Armierungsgitters mit einem auf dem Armierungsgitter auf der von der Befestigungswand wegweisenden Seite aufliegenden Halteelement, das mit wenigstens einem durch das Armierungsgitter hindurchragenden Befestigungsbolzen mit dem tragenden Untergrund verbunden ist.The invention relates to a fastening device for a plaster base in the form of a crossing reinforcing wire having cross wires and cross wires with a on the armoring grid on the side facing away from the mounting wall holding element which is connected with at least one protruding bolt through the reinforcement grid to the supporting surface.

Eine derartige bekannte Befestigungsvorrichtung für ebene Armierungsgitter besteht aus einem Dämmstoffteller, der mit Hilfe eines Nagels und eines Nageldübels befestigt wird, wobei zwischen dem Armierungsgitter und der Wand ein Abstandshalter mit sich radial von dem Nageldübel erstreckenden Flügeln vorgesehen ist. Zur.Befestigung des Armierungsgitters müssen etwa neun Dübel pro Quadratmeter rasterförmig eingesetzt werden. Da die vertikale Abstützung des Armierungsgitters im wesentlichen jeweils an einer einzelnen Masche durch deren Abstützung auf den Nagel des Nageldübels erfolgt, ergeben sich hohe punktuelle Belastungen des Armierungsgitters und die Gefahr eines Aufbrechens der Schweißpunkte. Diese Gefahr ist auch dann vorhanden, wenn statt eines flachen Armierungsgitters ein wellenförmig geformtes Armierungsgitter verwendet wird, das ohne Abstandshalter unter Verwendung von Dübeln und Bolzen entlang der Wellentäler befestigt wird.Such a known fastening device for flat reinforcement grids consists of an insulating plate which is fastened with the aid of a nail and a nail plug, a spacer with wings extending radially from the nail plug being provided between the reinforcement grid and the wall. About nine dowels per square meter must be used in a grid-like manner to fasten the reinforcement grid. Since the vertical reinforcement of the reinforcement grid is essentially carried out on a single mesh by its support on the nail of the nail anchor, this results in high punctual loads on the reinforcement grid and the risk of the welding points breaking open. This danger also exists if, instead of a flat reinforcement grid, a wave-shaped reinforcement grid is used, which is fastened without spacers using dowels and bolts along the wave troughs.

Der Erfindung liegt die Aufgabe zugrunde, eine Befestigungsvorrichtung für Armierungsgitter zu schaffen, bei der hohe Einzelbelastungen einzelner Maschen vermieden werden.The invention has for its object to provide a fastening device for reinforcing mesh in which high individual loads on individual meshes are avoided.

Diese Aufgabe wird erfindungsgemäß dadurch gelöst, daß das Halteelement eine Bohrungen für mehrere Befestigungsbolzen aufweisende Schiene mit einem in Richtung auf die Einsteckenden der Befestigungsbolzen offenen U-förmigen Profil ist. Die besondere Form des Halteelementes führt zu einer Aufteilung der Kräfte auf mehrere Maschen und damit zu einer geringeren Belastung der Schweißpunkte.This object is achieved in that the holding element is a bore for a plurality of fastening bolts rail with a U-shaped profile open in the direction of the insertion ends of the fastening bolts. The special shape of the holding element leads to a distribution of the forces over several meshes and thus to less stress on the welding points.

Bei einem zweckmäßigen Ausführungsbeispiel ist die Schiene entlang ihrer Berandung mit Ausnehmungen versehen, deren Abstände gleich den Abständen zwischen den Querdrähten des Armierungsgitters sind. Die Ausnehmungen können Schlitze konstanter Breite sein, die in unmittelbarer Nähe der Berandung eine konische Erweiterung aufweisen. Dadurch wird ein Aufsetzen der Schiene auf das Armierungsgitter erleichtert und gleichzeitig eine gute Verformbarkeit der Schiene erzielt. Die Ausnehmungen können auch die Gestalt dreieckiger Kerben haben, die zur Aufnahme der Querdrähte des Armierungsgitters dienen.In an expedient embodiment, the rail is provided with recesses along its edges, the spacing of which is equal to the spacing between the cross wires of the reinforcement grid. The recesses can be slots of constant width, which have a conical widening in the immediate vicinity of the boundary. This makes it easier to place the rail on the reinforcement grid and at the same time achieves good ductility of the rail. The recesses can also have the shape of triangular notches, which serve to receive the cross wires of the reinforcement grid.

Zweckmäßig ist es, wenn die am Boden des U-förmigen Profils vorgesehenen Bohrungen für die Befestigungsbolzen Abstände aufweisen, die ein ganzzahliges Vielfaches der Abstände zwischen den Querdrähten des Armierungsgitters sind. Eine leichte Handhabbarkeit ergibt sich, wenn die Schienen mit in regelmäßigen Abständen angeordneten Sollbruchstellen versehen sind, an denen die Schienen durch Abknicken leicht getrennt werden können.It is expedient if the holes provided on the bottom of the U-shaped profile for the fastening bolts have distances which are an integral multiple of the distances between the cross wires of the reinforcement grid. Easy handling results if the rails are provided with predetermined breaking points arranged at regular intervals, at which the rails can be easily separated by kinking.

Eine besonders einfach herzustellende Befestigungsvorrichtung weist als Halteelement ein Flacheisen auf, das in regelmäßigen Abständen mit Bohrungen für Befestigungsbolzen versehen ist. 'A particularly simple to manufacture fastening device has a flat iron as a holding element, which is provided at regular intervals with holes for fastening bolts. '

In der Zeichnung sind Ausführungsbeispiele des Gegenstandes der Erfindung dargestellt. Es zeigen:

  • Fig. 1 eine Befestigungsvorrichtung gemäß der Erfindung in einer perspektivischen Ansicht,
  • Fig. 2 ein weiteres Ausführungsbeispiel der erfindungsgemäßen Befestigungsvorrichtung in einer Seitenansicht teilweise im Schnitt und
  • Fig. 3 ein Ausführungsbeispiel der Befestigungsvorrichtung mit einem Halteelement in Gestalt . eines Flacheisens.
Exemplary embodiments of the subject matter of the invention are shown in the drawing. Show it:
  • 1 shows a fastening device according to the invention in a perspective view,
  • Fig. 2 shows another embodiment of the fastening device according to the invention in a side view, partly in section and
  • Fig. 3 shows an embodiment of the fastening device with a holding element in shape. of a flat iron.

Das in Fig. 1 dargestellte Ausführungsbeispiel der Befestigungsvorrichtung eignet sich besonders für die Befestigung eines Armierungsgitters 1, das in regelmäßigen Abständen wellenartig verformt ist. Das Armierungsgitter 1 weist parallel zu den Wellenfronten verlaufende Laufdrähte 2 und in Wellenrichtung wellenförmig verlaufende Querdrähte 3 auf. Das Armierungsgitter 1 dient in bekannter Weise als Putzträger, und zwar insbesondere beim Aufspritzen eines Wärmedämmputzes. Vor dem Aufspritzen des Wärmedämmputzes muß das Armierungsgitter 1 an einer in Fig. 1 nicht dargestellten Tragschale, beispielsweise einem Mauerwerk, befestigt werden.The embodiment of the fastening device shown in FIG. 1 is particularly suitable for fastening a reinforcement grid 1 which is deformed in a wave-like manner at regular intervals. The reinforcement grid 1 has running wires 2 running parallel to the wave fronts and transverse wires 3 running wave-like in the wave direction. The reinforcement grid 1 serves in a known manner as a plaster base, in particular when spraying on a thermal insulation plaster. Then A must be attached to a not shown in FIG. 1, tray, for example, a masonry rmierungsgitter 1 before the spraying of the thermal insulation plaster.

Wie man in Fig. 1-deutlich erkennt, besteht die insgesamt mit 4 bezeichnete Befestigungsvorrichtung aus einer Schiene 5 mit einem U-förmigen Profil. In regelmäßigen Abständen sind in der Schiene 5 Bohrungen für Befestigungsbolzen 6 vorgesehen, die beispielsweise in Dübel eingeschraubte Befestigungsschrauben sein können.As can be clearly seen in FIG. 1, the fastening device, designated overall by 4, consists of a rail 5 with a U-shaped profile. At regular intervals, 5 holes are provided in the rail for fastening bolts 6, which can be fastening screws screwed into dowels, for example.

Die Befestigungsvorrichtung 4 wird wie in Fig. 1 erkennbar ist, bei dem wellenförmig verformten Armierungsgitter 1 entlang einem Wellental verlegt. Dadurch ergibt sich für die Befestigungsbolzen 6 ein besonders kurzer Hebelarm.As can be seen in FIG. 1, the fastening device 4 is installed along a wave trough in the case of the wave-shaped deformed reinforcement grid 1. This results in a particularly short lever arm for the fastening bolts 6.

Entlang der zum Befestigungsgrund weisenden Berandung verfügt die Schiene 5 über dreieckige Kerben 7, deren Abstände den Abständen zwischen den Querdrähten 3 des Armierungsgitters 1 entsprechen. Die Querdrähte 3 des Armierungsgitters 1 verlaufen durch diese Kerben, wobei die nach außen breiter werdenden Kerben 7 ein leichtes Einrasten der Schiene 5 an den Querdrähten 3 ermöglichen.Along the side facing the mounting base edge of the track 5 has a triangular notches 7 whose distances corresponding to the distances between the transverse wires 3 of the A rmierungsgitters. 1 The transverse wires 3 of the A rmierungsgitters 1 pass through these notches, which allow outward widening notches 7 a slight engagement of the rail 5 to the transverse wires. 3

Die zwischen den Kerben 7 verbleibenden Zähne 8 können sich gut im Untergrund verkrallen und tragen dadurch zur Befestigung bei.The teeth 8 remaining between the notches 7 can claw well in the ground and thereby contribute to the attachment.

Während bei dem in Fig. 1 dargestellten Ausführungsbeispiel die Schiene eine abgerundete Querschnittsform aufweist, verlaufen die Schenkel des U-förmigen Profils der Schiene 5 in Fig. 2 im wesentlichen parallel zueinander. Der Befestigungsbolzen 6 ragt in Fig. 2 durch eine Altputzschicht 9 hindurch in den Befestigungsgrund und liegt mit seinem Kopfende 10 gegen die Außenseite 11 der Schiene 5 an. Die Schiene 5 weist in regelmäßig gen Abständen Schlitze 12 auf, die in der Nähe des Randes der Schiene 5 mit konischen Erweiterungen 13 versehen sind.While the rail has a rounded cross-sectional shape in the embodiment shown in FIG. 1, the legs of the U-shaped profile of the rail 5 in FIG. 2 run essentially parallel to one another. 2, the fastening bolt 6 projects through an old plaster layer 9 into the fastening base and bears with its head end 10 against the outside 11 of the rail 5. The rail 5 has slots 12 at regular intervals, which are in the vicinity of the Edge of the rail 5 are provided with conical extensions 13.

Wie man in Fig. 2 erkennt, erstrecken sich die Querdrähte 3 des Armierungsgitters 1 wellenförmig durch den Dämmputz 14 hindurch. Dabei sind die Abstände der Schlitze 12 und der Querdrähte 3 so gewählt, daß jeder Querdraht 3 in einen Schlitz 12 zu liegen kommt. Die konischen Erweiterungen 13 erleichtern das Aufsetzen der Schiene 5 auf die Querdrähte 3. Je nach den Abmessungen zwischen den Laufdrähten 2 können diese im Innern der Schiene 5 zu liegen kommen und sich gegen das Innere oder Äußere der Schiene 5 oder den Befestigungsbolzen 6 abstützen. Eine Abstützung des Armierungsgitters 1 erfolgt auch über die Querdrähte 3, wie man leicht in Fig. 2 erkennt. Man erkennt ebenfalls in Fig. 2, daß der Dämmputz 14 noch mit einer Deckputzschicht 15 versehen ist.As can be seen in FIG. 2, the cross wires 3 of the reinforcement grid 1 extend in a wave-like manner through the insulation plaster 14. The distances between the slots 12 and the cross wires 3 are chosen so that each cross wire 3 comes to lie in a slot 12. The conical extensions 13 make it easier to place the rail 5 on the cross wires 3. Depending on the dimensions between the running wires 2, these can come to lie inside the rail 5 and be supported against the inside or outside of the rail 5 or the fastening bolt 6. The reinforcement grid 1 is also supported via the cross wires 3, as can be easily seen in FIG. 2. It can also be seen in FIG. 2 that the insulating plaster 14 is still provided with a top plaster layer 15.

Ein drittes Ausführungsbeispiel der Erfindung ist in Fig. 3 dargestellt. Die Befestigungsvorrichtung 4 besteht aus einem Flacheisen 16, das auf den Querdrähten 3 des Armierungsgitters 1 aufliegt und mit Hilfe von Befestigungsbolzen 6 mit dem in der Zeichnung nicht dargestellten Befestigungsgrund fest verbunden ist. Die direkte Auflage des Flacheisens 16 führt zu einer Verformung der Querdrähte 3, wie in Fig. 3 angedeutet ist.A third embodiment of the invention is shown in FIG. 3. The fastening device 4 consists of a flat iron 16, which rests on the cross wires 3 of the reinforcement grid 1 and is firmly connected with the aid of fastening bolts 6 to the fastening base, not shown in the drawing. The direct support of the flat iron 16 leads to a deformation of the cross wires 3, as indicated in FIG. 3.

Die erfindungsgemäße Befestigungsvorrichtung eignet sich besonders zur Befestigung wellenförmiger Armierungsgitter l, jedoch können auch sich in einer Ebene erstreckende Armierungsgitter unter Verwendung von Abstandshaltern befestigt werden.The fastening device according to the invention is particularly suitable for fastening corrugated reinforcement gratings 1, but reinforcement gratings extending in one plane can also be fastened using spacers.

Claims (9)

1. Befestigungsvorrichtung für einen Putzträger in Gestalt eines sich kreuzende Laufdrähte und Querdrähte aufweisenden Armierungsgitters mit einem auf dem Armierungsgitter auf der von der Befestigungswand wegweisenden Seite aufliegenden Halteelement, das mit wenigstens einem durch das Armierungsgitter hindurchragenden Befestigungsbolzen mit dem tragenden Untergrund verbunden ist, dadurch gekennzeichnet, daß das Halteelement eine Bohrungen für mehrere Befestigungsbolzen (6) aufweisende Schiene (5) mit einem in Richtung auf die Einsteckenden der Befestigungsbolzen offenen U-förmigen Profil ist.1. Fastening device for a plaster base in the form of a crossing reinforcing wire having cross wires and cross wires with a holding element resting on the reinforcing grid on the side facing away from the fastening wall, which is connected with at least one fastening bolt projecting through the reinforcing grid to the supporting surface, characterized in that that the holding element is a bore for a plurality of fastening bolts (6) having a rail (5) with a U-shaped profile open in the direction of the insertion ends of the fastening bolts. 2. Befestigungsvorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die Schiene (5) entlang ihrer Berandung mit Ausnehmungen (7, 12, 13) versehen ist, deren Abstände gleich den Abständen zwischen den Querdrähten (3) des Armierungsgitters (1) sind.2. Fastening device according to claim 1, characterized in that the rail (5) along its boundary with recesses (7, 12, 13) is provided, the distances between which are equal to the distances between the transverse wires (3) of the reinforcing grid (1). 3. Befestigungsvorrichtung nach Anspruch 2, d a - durch gekennzeichnet, daß die Ausnehmungen Schlitze (12) mit konstanter Breite sind.3. Fastening device according to claim 2, d a - characterized in that the recesses are slots (12) with a constant width. 4. Befestigungsvorrichtung nach Anspruch 3, dadurch gekennzeichnet, daß die Schlitze (12) in unmittelbarer Nähe der Berandung eine konische Erweiterung (7) aufweisen.4. Fastening device according to claim 3, characterized in that the slots (12) have a conical extension (7) in the immediate vicinity of the boundary. 5. Befestigungsvorrichtung nach Anspruch 2, d a - durch gekennzeichnet, daß die Ausnehmungen die Gestalt dreieckiger Kerben (7) haben.5. Fastening device according to claim 2, d a - characterized in that the recesses have the shape of triangular notches (7). 6. Befestigungsvorrichtung nach einem der vorstehenden Ansprüche, dadurch gekennzeichn e t , daß die Schiene (5) am Boden des U-förmigen Profils Bohrungen für die Befestigungsbolzen (6) aufweist, deren Abstände voneinander ein ganzzahliges Vielfaches der Abstände zwischen den Querdrähten (3) betragen.6. Fastening device according to one of the preceding claims, characterized gekennzeichn et that the rail (5) at the bottom of the U-shaped profile has holes for the fastening bolts (6), the spacing from each other is an integer multiple of the spacing between the transverse wires (3) . 7. Befestigungsvorrichtung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet , daß die Schiene (5) mit in regelmäßigen Abständen angeordneten Sollbruchstellen versehen ist.7. Fastening device according to one of claims 1 to 6, characterized in that the rail (5) is provided with predetermined breaking points arranged at regular intervals. 8. Befestigungsvorrichtung für einen Putzträger in Gestalt eines sich kreuzende Laufdrähte und Querdrähte aufweisenden Armierungsgitters mit einem auf dem Armierungsgitter auf der von der Befestigungswand wegweisenden Seite aufliegenden Halteelement, das mit wenigstens einem durch das Armierungsgitter hindurchragenden Befestigungsbolzen mit dem tragenden Untergrund verbunden ist, dadurch gekennzeichnet, daß das Halteelement ein Flacheisen (16) ist.8. Fastening device for a plaster base in the form of a crossing reinforcing wire having cross wires and cross wires with a holding element resting on the reinforcing grid on the side facing away from the fastening wall, which is connected to the supporting base with at least one fastening bolt projecting through the reinforcing grid. that the holding element is a flat iron (16). 9. Befestigungsvorrichtung nach Anspruch 8, dadurch gekennzeichnet daß das Flacheisen (16) in regelmäßigen Abständen Bohrungen für Befestigungsbolzen (6) aufweist.9. Fastening device according to claim 8, characterized in that the flat iron (16) has holes for fastening bolts (6) at regular intervals.
EP82103534A 1981-04-30 1982-04-27 Fastening device for plaster-carrying means Expired EP0064254B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82103534T ATE15518T1 (en) 1981-04-30 1982-04-27 FIXING DEVICE FOR A CLEANING BASE.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3117121 1981-04-30
DE19813117121 DE3117121A1 (en) 1981-04-30 1981-04-30 FASTENING DEVICE FOR A CLEANING SUPPORT

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EP0064254A2 true EP0064254A2 (en) 1982-11-10
EP0064254A3 EP0064254A3 (en) 1983-04-20
EP0064254B1 EP0064254B1 (en) 1985-09-11

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AT (1) ATE15518T1 (en)
DE (2) DE3117121A1 (en)

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US4642960A (en) * 1984-12-12 1987-02-17 Wallover Iii Edwin M Prefabricated building panel and method of making the same

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DE10001804A1 (en) * 2000-01-18 2001-07-19 Fischer Artur Werke Gmbh Anchor to secure a reinforcement mat to tunnel walls is a hollow rod forming a sleeve with a lateral spring action and shaped hooks to hold the reinforcement mat in place

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GB344088A (en) * 1929-12-10 1931-03-05 Henry Reed Shanks Improvements in plaster construction
DE2003710A1 (en) * 1970-01-28 1971-08-05 Moderne Montagetechnik K Kunke Method for attaching a plaster support to masonry, particularly for locking tunnels
FR2332397A1 (en) * 1975-11-24 1977-06-17 Metal Deploye Fixing of insulant leaf onto existing wall - uses mesh sheet fixed to transverse tie and coated with mortar
FR2358521A2 (en) * 1976-07-12 1978-02-10 Miplacol Insulated building panel with bonded insulation board - has plastic pins with radial arms from head as secondary insulation fixing
FR2378143A1 (en) * 1977-01-24 1978-08-18 Gen Travaux Batiment Hooked staples for securing reinforced resin panel to wall insulation - where the staples engage the panel reinforcement netting

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB344088A (en) * 1929-12-10 1931-03-05 Henry Reed Shanks Improvements in plaster construction
DE2003710A1 (en) * 1970-01-28 1971-08-05 Moderne Montagetechnik K Kunke Method for attaching a plaster support to masonry, particularly for locking tunnels
FR2332397A1 (en) * 1975-11-24 1977-06-17 Metal Deploye Fixing of insulant leaf onto existing wall - uses mesh sheet fixed to transverse tie and coated with mortar
FR2358521A2 (en) * 1976-07-12 1978-02-10 Miplacol Insulated building panel with bonded insulation board - has plastic pins with radial arms from head as secondary insulation fixing
FR2378143A1 (en) * 1977-01-24 1978-08-18 Gen Travaux Batiment Hooked staples for securing reinforced resin panel to wall insulation - where the staples engage the panel reinforcement netting

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4642960A (en) * 1984-12-12 1987-02-17 Wallover Iii Edwin M Prefabricated building panel and method of making the same

Also Published As

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ATE15518T1 (en) 1985-09-15
DE3117121A1 (en) 1982-11-18
EP0064254A3 (en) 1983-04-20
EP0064254B1 (en) 1985-09-11
DE3266134D1 (en) 1985-10-17

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