EP0273869A1 - Concrete safety construction for floors, walls and ceilings - Google Patents

Concrete safety construction for floors, walls and ceilings Download PDF

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Publication number
EP0273869A1
EP0273869A1 EP87810783A EP87810783A EP0273869A1 EP 0273869 A1 EP0273869 A1 EP 0273869A1 EP 87810783 A EP87810783 A EP 87810783A EP 87810783 A EP87810783 A EP 87810783A EP 0273869 A1 EP0273869 A1 EP 0273869A1
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Prior art keywords
concrete
leg
basket
elements
concrete safety
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EP87810783A
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German (de)
French (fr)
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EP0273869B1 (en
Inventor
Norbert Wallau
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FICHET (SUISSE) SA
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Fichet (Suisse) SA
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    • E—FIXED CONSTRUCTIONS
    • E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
    • E05G—SAFES OR STRONG-ROOMS FOR VALUABLES; BANK PROTECTION DEVICES; SAFETY TRANSACTION PARTITIONS
    • E05G1/00—Safes or strong-rooms for valuables
    • E05G1/02—Details
    • E05G1/024—Wall or panel structure

Definitions

  • the present invention relates to a concrete security structure for floors, walls and ceilings with reinforcements and armor elements surrounded on all sides by concrete, as well as a carrying clamp basket for use for concrete security structures for floors, walls and ceilings.
  • the aim is to allow the concrete mass to flow easily and homogeneously into the reinforcement structure, which includes, for example, static reinforcement, a carrying clamp basket and armored elements.
  • the placement of a drill to break up the concrete safety structure is to be made more difficult.
  • the armored elements are arranged obliquely to the concrete outer walls.
  • the carrying clamp basket has longitudinal bars and brackets provided at least partially in the region thereof for holding armored elements.
  • FIG. 1 shows a section through a first exemplary embodiment of a concrete security structure for walls 1.
  • the formwork not visible in the figure for the concrete construction is held together by formwork ties 2.
  • Static reinforcement bars 4, 5, 6 and 7 are provided in the outer edge areas of the concrete mass 3, the reinforcement bars 4 and 5 being arranged in one edge area and the reinforcement bars 6 and 7 being arranged perpendicular to one another and in contact with one another in the other edge area.
  • a reinforcement spacer cage 8 is provided, which comprises bars 9 and 10 running parallel to the outside of the wall and transverse bars 11 and 12 running at an oblique angle to them.
  • spacers 13 are provided, for example, every 1 m.
  • a special carrying clamp basket 14 for holding plates 15 is made Manganese steel provided.
  • the special carrying clamp basket 14 has rods 16 and 17 running parallel to the concrete safety outer wall as well as brackets 18 which run at an oblique angle and are bent twice by 90 °.
  • the manganese steel plates 15 are each arranged between the longer leg 19 of a bracket 18 and the shorter leg 20 of the subsequent bracket.
  • the manganese steel plates 15 are fastened with clamps 21 in the special carrying basket 14.
  • the brackets 18, between which the manganese steel plates 15 are clamped, form modules with a distance of approximately 25-30 cm.
  • reinforcing bars 22, which run parallel to the concrete outer wall and are arranged in the area of the carrying clamp basket 14, are provided, which extend perpendicular to the longitudinal bars 16 and 17 of the carrying clamp basket 14.
  • the advantage of the manganese steel plates arranged obliquely to the outer walls is, on the one hand, that the concrete mass can easily be poured into the reinforcement and is homogeneously distributed between the reinforcing bars and the manganese steel plates 15.
  • a monolithic concrete structure can be achieved and no pebbles form.
  • concrete vibrating bottles can also be better inserted into the concrete mass.
  • the structure of the reinforcing bars with the manganese steel plates described is suitable for both horizontal and vertical walls, in particular for vaults and other security rooms, for example in embassies or for data protection rooms.
  • Another advantage of the arrangement of the manganese steel plates described is that a diamond drill bit used to break up the safety structure would slip off the inclined surface of the manganese steel plates.
  • FIG. 2 shows a section through a second exemplary embodiment of a concrete safety structure 23. Elements of the second exemplary embodiment which correspond to those of the first exemplary embodiment are denoted by the same reference numerals.
  • the static reinforcements 4, 5, 6 and 7 and the spacer cage 8 with the longitudinal bars 9 and 10 and the transverse bars 11 and 12 are of the same design as described in the first embodiment.
  • a formwork tie 2 is also provided for the concrete formwork, not shown, at regular intervals.
  • the static reinforcement is also, as described in the first exemplary embodiment, held at a necessary regular distance by spacers 13, which are arranged, for example, every 1 m.
  • the special carrying clamp basket 24 for holding the manganese steel plates 25 is arranged between the special basket 8 and the static reinforcing bars 4 and 5. As in the first exemplary embodiment, it likewise comprises longitudinal bars 16 and 17 running parallel to the concrete outer wall. Furthermore, metal brackets 26 bent twice at an oblique angle are provided, which comprise a base 27, a longer leg 28 and a shorter leg 29. Furthermore, transverse bars 30 are provided perpendicular to the longitudinal bars 16 and 17 in the region of the two legs 28 and 29. The cross bars 30 are bent at least at one end 31 and engage over one end of the manganese steel plates 25. The manganese steel plates are each arranged along the short leg 29 of the trapezoidal bracket 26 and along the part of the longer leg 28 facing away from the base 27.
  • the manganese steel plates are arranged in a zigzag shape, with two successive manganese steel plates enclosing the same acute angle with the concrete outer wall lying adjacent to their respective end.
  • a manganese steel plate 25 is fastened with a clamp 32 to the base 27 and on held at the other end by the curved end 31 of the cross bar 30.
  • the subsequent manganese steel plate lies on the central area of the cross bar 30 and is held in the central area of the base bar 27 of the next module with a clamp 33.
  • the second embodiment gives the same advantages as the first embodiment, namely an easy pouring of the concrete mass into the formwork and a homogeneous distribution of the concrete mass within the reinforcements with the manganese steel plates.
  • the introduction of concrete vibrating bottles is also made easier. Due to the oblique arrangement of the manganese steel plates, the use of diamond drill bits for drilling through them is also made considerably more difficult.

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  • Panels For Use In Building Construction (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The concrete safety construction for floors, walls and ceilings (1) has a monolithic concrete structure (3). Static reinforcing bars (4, 5, 6, 7) are provided within the concrete structure (3) and adjacent to the outer walls. A spacer basket (8) is next to the static reinforcement on one side. Between this spacer basket (8) and the opposite concrete outer wall there is a clamping carrier basket (14) for holding manganese-steel plates (15) arranged parallel to one another and obliquely relative to the concrete outer walls. The clamping carrier basket (14) comprises staple-shaped crossbars (18) which each comprise a longer leg (19) and a shorter leg (20). The manganese-steel plates are respectively arranged between a longer leg (19) and a shorter leg (20) of a following staple-shaped crossbar (18) and are fastened to these by means of clamps (21). The reinforcing structure allows an easier pouring of the concrete mass than in known arrangements with armour plates extending parallel to the concrete outer walls. The oblique arrangement of the armour plates also makes it difficult to use drills for breaking-in purposes. The concrete safety construction is employed particularly for security rooms, such as strongrooms and data protection rooms. <IMAGE>

Description

Die vorliegende Erfindung betrifft eine Beton-Sicher­heitskonstruktion für Böden, Wände und Decken mit Armierun­gen und allseitig von Beton umgebenen Panzerelementen sowie einen Tragklemmkorb zur Verwendung für Beton-Sicherheits­konstruktionen für Böden, Wände und Decken.The present invention relates to a concrete security structure for floors, walls and ceilings with reinforcements and armor elements surrounded on all sides by concrete, as well as a carrying clamp basket for use for concrete security structures for floors, walls and ceilings.

Aus der veröffentlichten europäischen Patentanmeldung 150 665 ist eine Beton-Sicherheitswand mit in den Beton ein­egossenen Panzerelementen vorbekannt, wobei die Panzerele­mente parallel zu den Beton-Aussenwänden angeordnet sind. Diese bekannte Beton-Sicherheitswand weist den Nachteil auf, dass der Beton schlecht in die Struktur von Armierungsstäben und Panzerelementen fliesst, und ein Einführen einer Beton­Rüttelflasche zwischen die Panzerelemente erschwert wird. Im weiteren kann ein Bohrer, der zwecks Einbruchs senkrecht zur Beton-Sicherheitswand angesetzt wird, zu leicht in den Pan­zerelementen angreifen.From the published European patent application 150 665, a concrete safety wall with armored elements cast into the concrete is already known, the armored elements being arranged parallel to the outer walls of the concrete. This known concrete safety wall has the disadvantage that the concrete flows poorly into the structure of reinforcing bars and armor elements, and it is difficult to insert a concrete vibrating bottle between the armor elements. Furthermore, a drill bit that is positioned perpendicular to the concrete safety wall for the purpose of breaking in can attack too easily in the armored elements.

Es ist deshalb eine Aufgabe der vorliegenden Erfin­dung, eine Beton-Sicherheitskonstruktion für Böden, Wände und Decken zu schaffen, die sich insbesondere für Sicher­heitsräume wie beispielsweise Tresor- und Datenschutzräume eignet, welche die Nachteile der obgenannten bekannten Be­ton-Sicherheitswand nicht aufweist. Es soll ein leichtes und homogenes Einfliessen der Betonmasse in die Armierungsstruk­tur, welche beispielsweise eine statische Armierung, einen Tragklemmkorb und Panzerelemente umfasst, ermöglicht werden. Im weiteren soll das Ansetzen eines Bohrers zum Aufbrechen der Beton-Sicherheitskonstruktion erschwert werden.It is therefore an object of the present invention to provide a concrete security construction for floors, walls and ceilings which is particularly suitable for security rooms such as, for example, safes and data protection rooms, which does not have the disadvantages of the known concrete security wall mentioned above. The aim is to allow the concrete mass to flow easily and homogeneously into the reinforcement structure, which includes, for example, static reinforcement, a carrying clamp basket and armored elements. In addition, the placement of a drill to break up the concrete safety structure is to be made more difficult.

Dies wird erfindungsgemäss dadurch erzielt, dass die Panzerelemente schräg zu den Beton-Aussenwänden angeordnet sind.This is achieved according to the invention in that the armored elements are arranged obliquely to the concrete outer walls.

Im weiteren ist es Aufgabe der vorliegenden Erfindung, einen Tragklemmkorb zur Halterung von Panzerelementen für eine Beton-Sicherheitskonstruktion für Böden, Wände und Dek­ken zu schaffen.Furthermore, it is an object of the present invention to provide a carrying clamp basket for holding armored elements for a concrete safety structure for floors, walls and ceilings.

Dies wird erfindungsgemäss dadurch erzielt, dass der Tragklemmkorb Längsstäbe und zumindest teilweise im Bereich derselben vorgesehene Bügel zur Halterung von Panzerelemen­ten aufweist.According to the invention, this is achieved in that the carrying clamp basket has longitudinal bars and brackets provided at least partially in the region thereof for holding armored elements.

Bevorzugte Ausführungsformen der Erfindung ergeben sich aus den abhängigen Ansprüchen.Preferred embodiments of the invention result from the dependent claims.

Im folgenden werden anhand der beiliegenden Zeichnung zwei Ausführungsbeispiele der Erfindung sowie deren Verwen­dung näher beschrieben. Es zeigen:

  • Fig. 1 einen Schnitt durch ein erstes Ausführungsbei­spiel einer Beton-Sicherheitskonstruktion,
  • Fig. 2 einen Schnitt durch ein zweites Ausführungs­beispiel einer Beton-Sicherheitskonstruktion.
Two exemplary embodiments of the invention and their use are described in more detail below with reference to the accompanying drawing. Show it:
  • 1 shows a section through a first embodiment of a concrete security structure,
  • Fig. 2 shows a section through a second embodiment of a concrete security structure.

In Fig. 1 ist ein Schnitt durch ein erstes Ausfüh­rungsbeispiel einer Beton-Sicherheitskonstruktion für Wände 1 dargestellt. Die in der Figur nicht sichtbaren Verschalun­gen für die Betonkonstruktion werden durch Schalungsbinder 2 zusammengehalten. In den äusseren Randbereichen der Beton­masse 3 sind statische Armierungsstäbe 4, 5, 6 und 7 vorge­sehen, wobei im einen Randbereich die Armierungsstäbe 4 und 5 und im andern Randbereich die Armierungsstäbe 6 und 7 senkrecht zueinander und in Berührung miteinander angeordnet sind. Auf der rechten Seite der Beton-Sicherheitskonstruk­tion gemäss Fig. 1 ist ein Armierungs-Distanzkorb 8 vorge­sehen, welcher parallel zur Wandaussenseite verlaufende Stäbe 9 und 10 sowie in einem schiefen Winkel zu diesen ver­laufende Querstäbe 11 und 12 umfasst. Zur Distanzhalterung der statischen Armierung sind beispielsweise alle 1 m Di­stanzhalter 13 vorgesehen. Diese Distanzhalter sind U-förmig ausgebildet. Zwischen der statischen Armierung 4, 5 gemäss der linken Seite der Fig. 1 und dem Distanzkorb 8 ist ein Spezialtragklemmkorb 14 zur Halterung von Platten 15 aus Manganstahl vorgesehen. Der Spezialtragklemmkorb 14 weist parallel zur Beton-Sicherheitaussenwand verlaufende Stäbe 16 und 17 sowie in einem schiefen Winkel dazu verlaufende, zweimal um 90° umgebogene Bügel 18 auf. Die Manganstahlplat­ten 15 sind jeweils zwischen dem längeren Schenkel 19 eines Bügels 18 und dem kürzeren Schenkel 20 des darauffolgenden Bügels angeordnet. Die Manganstahlplatten 15 sind mit Klem­men 21 im Spezialtragklemmkorb 14 befestigt. Die Bügel 18, zwischen denen die Manganstahlplatten 15 eingeklemmt sind, bilden Module mit einem Abstand von ca. 25 - 30 cm. Im wei­teren sind innerhalb der monolithischen Betonstruktur noch parallel zur Beton-Aussenwand verlaufende, im Bereich des Tragklemmkorbes 14 angeordnete Armierungsstäbe 22 vorgese­hen, die senkrecht zu den Längsstäben 16 und 17 des Trag­klemmkorbes 14 verlaufen.1 shows a section through a first exemplary embodiment of a concrete security structure for walls 1. The formwork not visible in the figure for the concrete construction is held together by formwork ties 2. Static reinforcement bars 4, 5, 6 and 7 are provided in the outer edge areas of the concrete mass 3, the reinforcement bars 4 and 5 being arranged in one edge area and the reinforcement bars 6 and 7 being arranged perpendicular to one another and in contact with one another in the other edge area. On the right-hand side of the concrete safety construction according to FIG. 1, a reinforcement spacer cage 8 is provided, which comprises bars 9 and 10 running parallel to the outside of the wall and transverse bars 11 and 12 running at an oblique angle to them. For spacing the static reinforcement, spacers 13 are provided, for example, every 1 m. These spacers are U-shaped. Between the static reinforcement 4, 5 according to the left side of FIG. 1 and the spacer cage 8, a special carrying clamp basket 14 for holding plates 15 is made Manganese steel provided. The special carrying clamp basket 14 has rods 16 and 17 running parallel to the concrete safety outer wall as well as brackets 18 which run at an oblique angle and are bent twice by 90 °. The manganese steel plates 15 are each arranged between the longer leg 19 of a bracket 18 and the shorter leg 20 of the subsequent bracket. The manganese steel plates 15 are fastened with clamps 21 in the special carrying basket 14. The brackets 18, between which the manganese steel plates 15 are clamped, form modules with a distance of approximately 25-30 cm. Furthermore, within the monolithic concrete structure, reinforcing bars 22, which run parallel to the concrete outer wall and are arranged in the area of the carrying clamp basket 14, are provided, which extend perpendicular to the longitudinal bars 16 and 17 of the carrying clamp basket 14.

Der Vorteil der schräg zu den Aussenwänden angeordne­ten Manganstahlplatten liegt einerseits darin, dass sich die Betonmasse leicht in die Armierung einfüllen lässt und sich homogen zwischen den Armierungsstäben und den Manganstahl­platten 15 verteilt. Insbesondere ist eine monolithische Betonstruktur erzielbar, und es bilden sich keine Kiesne­ster. Ebenfalls sind Beton-Rüttelflaschen bei der vorliegen­den Anordnung der Manganstahlplatten im Tragklemmkorb 14 besser in die Betonmasse einführbar. Die beschriebene Struk­tur der Armierungsstäbe mit den Manganstahlplatten eignet sich sowohl für horizontale als auch vertikale Wände, insbe­sondere für Tresorräume und andere Sicherheitsräumlichkei­ten, beispielsweise in Botschaften oder für Datenschutzräu­me.The advantage of the manganese steel plates arranged obliquely to the outer walls is, on the one hand, that the concrete mass can easily be poured into the reinforcement and is homogeneously distributed between the reinforcing bars and the manganese steel plates 15. In particular, a monolithic concrete structure can be achieved and no pebbles form. In the present arrangement of the manganese steel plates in the carrying clamp basket 14, concrete vibrating bottles can also be better inserted into the concrete mass. The structure of the reinforcing bars with the manganese steel plates described is suitable for both horizontal and vertical walls, in particular for vaults and other security rooms, for example in embassies or for data protection rooms.

Ein weiterer Vorteil der beschriebenen Anordnung der Manganstahlplatten liegt darin, dass ein zum Aufbrechen der Sicherheitskonstruktion verwendeter Diamantkronbohrer an der schrägen Fläche der Manganstahlplatten abrutschen würde.Another advantage of the arrangement of the manganese steel plates described is that a diamond drill bit used to break up the safety structure would slip off the inclined surface of the manganese steel plates.

In Fig. 2 ist ein Schnitt durch ein zweites Ausfüh­rungsbeispiel einer Beton-Sicherheitskonstruktion 23 darge­stellt. Elemente des zweiten Ausführungsbeispieles, die den­jenigen des ersten Ausführungsbeispiels entsprechen, werden mit gleichen Bezugsziffern bezeichnet. Die statischen Armie­rungen 4, 5, 6 und 7 sowie der Distanzkorb 8 mit den längs­verlaufenden Stäben 9 und 10 und den querverlaufenden Stäben 11 und 12 sind gleich ausgebildet wie beim ersten Ausfüh­rungsbeispiel beschrieben. Ebenfalls ist ein Schalungsbinder 2 für die nichtdargestellte Betonverschalung in regelmässi­gen Abständen vorgesehen. Die statische Armierung wird eben­falls, wie beim ersten Ausführungsbeispiel beschrieben, durch Distanzhalter 13, die beispielsweise alle 1 m angeord­net sind, im notwendigen regelmässigen Abstand gehalten.2 shows a section through a second exemplary embodiment of a concrete safety structure 23. Elements of the second exemplary embodiment which correspond to those of the first exemplary embodiment are denoted by the same reference numerals. The static reinforcements 4, 5, 6 and 7 and the spacer cage 8 with the longitudinal bars 9 and 10 and the transverse bars 11 and 12 are of the same design as described in the first embodiment. A formwork tie 2 is also provided for the concrete formwork, not shown, at regular intervals. The static reinforcement is also, as described in the first exemplary embodiment, held at a necessary regular distance by spacers 13, which are arranged, for example, every 1 m.

Der Spezialtragklemmkorb 24 zur Halterung der Mangan­stahlplatten 25 ist zwischen dem Spezialkorb 8 und den sta­tischen Armierungsstäben 4 und 5 angeordnet. Er umfasst ebenfalls wie beim ersten Ausführungsbeispiel parallel zur Betonaussenwand verlaufende Längsstäbe 16 und 17. Im weite­ren sind zweimal schiefwinklig umgebogene Metallbügel 26 vorgesehen, die eine Basis 27, einen längeren Schenkel 28 und einen kürzeren Schenkel 29 umfassen. Im weiteren sind senkrecht zu den Längsstäben 16 und 17 im Bereich der beiden Schenkel 28 und 29 liegende Querstäbe 30 vorgesehen. Die Querstäbe 30 sind zumindest am einen Ende 31 abgebogen und greifen über ein Ende der Manganstahlplatten 25. Die Mangan­stahlplatten sind jeweils entlang des kurzen Schenkels 29 des Trapezbügels 26 und entlang dem von der Basis 27 abge­kehrten Teil des längeren Schenkels 28 angeordnet. Die Manganstahlplatten sind zickzackförmig angeordnet, wobei zwei aufeinanderfolgende Manganstahlplatten mit der ihrem jeweiligen Ende benachbart liegenden Betonaussenwand den­selben spitzen Winkel einschliessen. Eine Manganstahlplatte 25 ist mit einer Klemme 32 an der Basis 27 befestigt und am am andern Ende durch das gekrümmte Ende 31 des Querstabes 30 gehalten. Die darauffolgende Manganstahlplatte liegt auf dem mittleren Bereich des Querstabes 30 auf und ist im mittleren Bereich des Basisstabes 27 des nächsten Modules mit einer Klemme 33 gehalten.The special carrying clamp basket 24 for holding the manganese steel plates 25 is arranged between the special basket 8 and the static reinforcing bars 4 and 5. As in the first exemplary embodiment, it likewise comprises longitudinal bars 16 and 17 running parallel to the concrete outer wall. Furthermore, metal brackets 26 bent twice at an oblique angle are provided, which comprise a base 27, a longer leg 28 and a shorter leg 29. Furthermore, transverse bars 30 are provided perpendicular to the longitudinal bars 16 and 17 in the region of the two legs 28 and 29. The cross bars 30 are bent at least at one end 31 and engage over one end of the manganese steel plates 25. The manganese steel plates are each arranged along the short leg 29 of the trapezoidal bracket 26 and along the part of the longer leg 28 facing away from the base 27. The manganese steel plates are arranged in a zigzag shape, with two successive manganese steel plates enclosing the same acute angle with the concrete outer wall lying adjacent to their respective end. A manganese steel plate 25 is fastened with a clamp 32 to the base 27 and on held at the other end by the curved end 31 of the cross bar 30. The subsequent manganese steel plate lies on the central area of the cross bar 30 and is held in the central area of the base bar 27 of the next module with a clamp 33.

Das zweite Ausführungsbeispiel ergibt dieselben Vor­teile wie das erste Ausführungsbeispiel, nämlich ein leich­tes Einfüllen der Betonmasse in die Verschalung und eine ho­mogene Verteilung der Betonmasse innerhalb der Armierungen mit den Manganstahlplatten. Im weiteren wird auch das Ein­führen von Beton-Rüttelflaschen erleichert. Durch die schrä­ge Anordnung der Manganstahlplatten wird auch die Verwendung von Diamantkronbohrern zur Durchbohrung derselben erheblich erschwert.The second embodiment gives the same advantages as the first embodiment, namely an easy pouring of the concrete mass into the formwork and a homogeneous distribution of the concrete mass within the reinforcements with the manganese steel plates. The introduction of concrete vibrating bottles is also made easier. Due to the oblique arrangement of the manganese steel plates, the use of diamond drill bits for drilling through them is also made considerably more difficult.

Claims (10)

1. Beton-Sicherheitskonstruktion für Böden, Wände und Decken mit Armierungen und allseitig von Beton umgebenen Pan­zerelementen, dadurch gekennzeichnet, dass die Panzerelemente schräg zu den Beton-Aussenwänden angeordnet sind.1. Concrete safety construction for floors, walls and ceilings with reinforcements and armor elements surrounded on all sides by concrete, characterized in that the armor elements are arranged obliquely to the concrete outer walls. 2. Beton-Sicherheitskonstruktion nach Patentanspruch 1, dadurch gekennzeichnet, dass ein Tragklemmkorb zur Halterung der Panzerelemente vorgesehen ist.2. Concrete safety construction according to claim 1, characterized in that a carrying clamp basket is provided for holding the armored elements. 3. Beton-Sicherheitskonstruktion nach Patentanspruch 1 oder 2, dadurch gekennzeichnet, dass die Panzerelementen parallel zueinander angeordnet sind.3. Concrete safety structure according to claim 1 or 2, characterized in that the armored elements are arranged parallel to each other. 4. Beton-Sicherheitskonstruktion nach Patentanspruch 1 oder 2, dadurch gekennzeichnet, dass zwei benachbarte Panzerele­mente schräg zueinander angeordnet sind, und ein Panzerelement zum übernächsten Panzerelement parallel angeordnet ist.4. Concrete safety structure according to claim 1 or 2, characterized in that two adjacent armor elements are arranged obliquely to one another, and one armor element is arranged parallel to the next armor element. 5. Beton-Sicherheitskonstruktion nach Patentanspruch 2, 3 oder 4, dadurch gekennzeichnet, dass der Tragklemmkorb parallel zu den Beton-Aussenwänden verlaufende Stäbe sowie zumindest teilweise im Bereich derselben angeordnete, zur Halterung der Panzerelemente bestimmte Bügel umfasst.5. Concrete safety structure according to claim 2, 3 or 4, characterized in that the support clamp basket includes parallel to the concrete outer walls bars and at least partially arranged in the area thereof, intended for holding the armor elements. 6. Beton-Sicherheitskonstruktion nach Patentanspruch 5, dadurch gekennzeichnet, dass die Bügel einen längeren und einen kürzeren Schenkel umfassen, wobei die Panzerelemente jeweils zwischen dem längeren Schenkel eines Bügels und dem kürzeren Schenkel eines darauffolgenden Bügels angeordnet sind.6. Concrete safety structure according to claim 5, characterized in that the brackets comprise a longer and a shorter leg, the armor elements are each arranged between the longer leg of a bracket and the shorter leg of a subsequent bracket. 7. Beton-Sicherheitskonstruktion nach Patentanspruch 5, dadurch gekennzeichnet, dass die Bügel eine senkrecht zu den Längsstäben verlaufende Basis sowie einen längeren und einen kürzeren Schenkel umfassen, die mit der Basis einen schiefen Winkel einschliessen.7. Concrete safety structure according to claim 5, characterized in that the brackets comprise a base extending perpendicularly to the longitudinal bars and a longer and a shorter leg, which form an oblique angle with the base. 8. Beton-Sicherheitskonstruktion nach Patentanspruch 7 oder 8, dadurch gekennzeichnet, dass jeweils ein Panzerelement im Bereich des kurzen Schenkels und ein darauffolgendes Panzer­element im Bereich des langen Schenkels des Bügels vorgesehen ist.8. Concrete safety structure according to claim 7 or 8, characterized in that one armor element is provided in the area of the short leg and a subsequent armor element in the area of the long leg of the bracket. 9. Tragklemmkorb zum Einbau in einer Beton-Sicherheits­konstruktion, gekennzeichnet durch Längsstäbe und zumindest teilweise im Bereich der Längsstäbe vorgesehene Bügel zur Hal­terung von Panzerelementen.9. carrying clamp basket for installation in a concrete safety structure, characterized by longitudinal bars and at least partially provided in the area of the longitudinal bars bracket for holding armored elements. 10. Tragklemmkorb nach Patentanspruch 9, dadurch gekenn­zeichnet, dass die Bügel je eine Basis und zwei Schenkel umfas­sen.10. carrying clamp basket according to claim 9, characterized in that the brackets each comprise a base and two legs.
EP87810783A 1986-12-30 1987-12-29 Concrete safety construction for floors, walls and ceilings Expired - Lifetime EP0273869B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT87810783T ATE66277T1 (en) 1986-12-30 1987-12-29 CONCRETE SAFETY CONSTRUCTION FOR FLOORS, WALLS AND CEILINGS.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH5250/86 1986-12-30
CH525086 1986-12-30

Publications (2)

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EP0273869A1 true EP0273869A1 (en) 1988-07-06
EP0273869B1 EP0273869B1 (en) 1991-08-14

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EP87810783A Expired - Lifetime EP0273869B1 (en) 1986-12-30 1987-12-29 Concrete safety construction for floors, walls and ceilings

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EP (1) EP0273869B1 (en)
AT (1) ATE66277T1 (en)
DE (1) DE3772180D1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000012856A1 (en) 1998-08-28 2000-03-09 Siegfried Gebhart Safe

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19855567B4 (en) * 1998-12-02 2010-01-21 Siegfried Gebhart safe

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1888042A (en) * 1930-12-20 1932-11-15 Guardian Metals Company Compound alloy plate
DE753774C (en) * 1938-04-30 1952-10-13 Oberhuetten Vereinigte Obersch Wall for money closets, safes, etc. like
DE1926803A1 (en) * 1968-05-31 1969-12-04 Edgardo Capozzi Arrangement in armored cabinets
FR2054455A7 (en) * 1969-07-08 1971-04-23 Sofiam
FR2372285A1 (en) * 1976-11-26 1978-06-23 Armel Reinforced concrete floor support trellis - has wires bent into trapezoidal shape to be joined by coupling rods
EP0150665A1 (en) * 1984-01-25 1985-08-07 Hügli Ingenieurunternehmung Concrete security wall

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1888042A (en) * 1930-12-20 1932-11-15 Guardian Metals Company Compound alloy plate
DE753774C (en) * 1938-04-30 1952-10-13 Oberhuetten Vereinigte Obersch Wall for money closets, safes, etc. like
DE1926803A1 (en) * 1968-05-31 1969-12-04 Edgardo Capozzi Arrangement in armored cabinets
FR2054455A7 (en) * 1969-07-08 1971-04-23 Sofiam
FR2372285A1 (en) * 1976-11-26 1978-06-23 Armel Reinforced concrete floor support trellis - has wires bent into trapezoidal shape to be joined by coupling rods
EP0150665A1 (en) * 1984-01-25 1985-08-07 Hügli Ingenieurunternehmung Concrete security wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000012856A1 (en) 1998-08-28 2000-03-09 Siegfried Gebhart Safe

Also Published As

Publication number Publication date
ATE66277T1 (en) 1991-08-15
EP0273869B1 (en) 1991-08-14
DE3772180D1 (en) 1991-09-19

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