EP1807583B1 - Bullet-proof separating wall construction - Google Patents

Bullet-proof separating wall construction Download PDF

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Publication number
EP1807583B1
EP1807583B1 EP05799796A EP05799796A EP1807583B1 EP 1807583 B1 EP1807583 B1 EP 1807583B1 EP 05799796 A EP05799796 A EP 05799796A EP 05799796 A EP05799796 A EP 05799796A EP 1807583 B1 EP1807583 B1 EP 1807583B1
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EP
European Patent Office
Prior art keywords
projectile
partition construction
construction according
boards
proof partition
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.)
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EP05799796A
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German (de)
French (fr)
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EP1807583A1 (en
Inventor
Georg KRÄMER
Klaus Wandler
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.)
Knauf Gips KG
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Knauf Gips KG
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Publication date
Priority claimed from DE202004018705U external-priority patent/DE202004018705U1/en
Application filed by Knauf Gips KG filed Critical Knauf Gips KG
Priority to PL05799796T priority Critical patent/PL1807583T3/en
Publication of EP1807583A1 publication Critical patent/EP1807583A1/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
    • E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
    • E04B2/7457—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F41—WEAPONS
    • F41H—ARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
    • F41H5/00—Armour; Armour plates
    • F41H5/013—Mounting or securing armour plates
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F41—WEAPONS
    • F41H—ARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
    • F41H5/00—Armour; Armour plates
    • F41H5/24—Armour; Armour plates for stationary use, e.g. fortifications ; Shelters; Guard Booths
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2002/7461—Details of connection of sheet panels to frame or posts
    • E04B2002/7477—Details of connections using screws or nails

Definitions

  • the invention relates to a bullet-proof partition wall construction in a stand construction comprising on both sides in each case a single or multi-layer planking with cover plates and a plurality between the planking provided on both sides arranged stand, wherein the planking is held directly or indirectly on the uprights.
  • Another bullet-proof partition construction in a stand construction is from the GB 2275281 , which forms a basis for the preamble of independent claim 1, known.
  • the object of the present invention is to propose a bullet-proof partition wall construction in a stand construction, which can be easily transported and still be installed while still providing good bullet resistance.
  • a core idea of the present invention is that the bombardment plates consist at least partially of gypsum fiber materials.
  • the bombardment plates according to the invention are arranged in the interior region of the partition wall construction and form there an areal extensive bullet resistance. It has been shown that gypsum fiber materials have favorable properties when bombarded, namely on the one hand effectively prevent the passage of projectiles and at the same time minimize the risk of rebounding projectiles (ricochets). Gypsum fiber materials are This comparatively easy compared to steel, which greatly facilitates transport and installation.
  • the bombardment plates may comprise a plurality of layers of different materials, wherein the multiple layers may also be permanently connected to each other while forming a composite body.
  • a composite body depending on the layer depth, different requirements for the material may possibly be met particularly well. It can be provided for the impact of the projectile particularly well-suited outer layer and a particularly suitable for the braking of the profile inner layer.
  • a layer of gypsum fiber material and a further layer may be formed by at least one sheet metal layer.
  • bombardment plate is constructed so that the layer of gypsum fiber facing the planking or the presumptive direction of entry of a projectile, the sheet metal layer, however, facing away from the planking or the presumptive direction of entry of a projectile.
  • a double layer of bombardment plates is formed, wherein when trained as a multi-layer body, the bullet plates are arranged with their metal layers facing each other.
  • the two-ply bombardment plates can be connected to each other via a Kittfixierraupe.
  • the bombardment plates are either monolithic or formed as a layered body, in particular as a composite body. If sheet metal layers are used, they preferably consist of sheet steel of a thickness of ⁇ 2 mm, preferably about 1.5 mm (for example steel grade: ST 37).
  • the stands are designed as single metal profiles or double metal profiles, each having a U- or C-shaped cross section.
  • the metal profiles, with their webs facing each other, are arranged either directly adjacent to one another or with the interposition of a strip-shaped shooting barrier.
  • strip-shaped bullet barriers can be placed either on the outside of the metal profiles in parallel alignment with the outer single or multi-layer planking.
  • the strip-shaped bullet barriers can also be interposed between two metal profiles forming a stand.
  • these interposed stripe-shaped shooting barriers whose outer contour exactly match the outer contour of the adjacent metal profiles.
  • the horizontal joints of two adjacent bombardment plates and / or two strip-shaped bombardment can be formed in tongue and groove execution.
  • the bullet plates preferably have a thickness of 10 to 40 mm.
  • FIG. 1 is a horizontal section through a portion of a first embodiment of a partition wall construction according to the invention shown schematically.
  • cover plates 13 to 16 which form a two-layer outside planking 11, 12, respectively.
  • cover plates 13 to 16 which form a two-layer outside planking 11, 12, respectively.
  • In the cavity of the stator wall are each a double layer of bombardment plates 21, 22; 23, 24 tightly inserted between the adjacent uprights 51 to 53 and fixed by the fastening screws 49, 50 of the first layer of the cover plates in their position without the screws substantially entering the volume of the bombardment plates 21 to 24.
  • separate fixing screws can be arranged in a row on both sides of the bombardment plates in the stator flanges at the head ends of the bombardment plates.
  • FIG. 2 a horizontal section through a portion of another embodiment of a partition wall construction according to the invention is shown schematically.
  • uprights 17 to 19 At a plurality of arranged in a certain grid dimensions uprights 17 to 19 are cover plates 13 to 16, which form a two-ply outside planking 11, 12, respectively. Between the planking and the uprights 17 to 19, in the present embodiment, strip-shaped shooting barriers 26, 27 are interposed.
  • the stands 17 to 19 are formed in the present embodiment by two metal profiles each having a U- or C-shaped cross-section, which are each web-side facing each other. The openings of the C or U-shaped metal profiles are accordingly facing away from each other.
  • the metal profiles 28, 29 are aligned so that they are substantially perpendicular to the surface of the outer skin 11, 12.
  • the cover plates of the outer planking are fastened in lateral flange sections with simultaneous fixation of the strip-shaped shooting barriers 26, 27, in particular via screws 39, 40 and / or brackets 34.
  • the strip-shaped baffles 26, 27 can be attached to the metal profiles 28, 29 via screws 39, 40, whereby at the same time the baffle plates 21 to 24, which will be explained in more detail, are fixed.
  • the cover plates 13, 14 can then be attached to the strip-shaped bullet barriers 26, 27 via brackets 34.
  • the strip-shaped bullet barriers are advantageously also formed from gypsum fiber board strips, so that an attachment via brackets 34 is also well possible. Additionally or alternatively, other fasteners can be used, in particular screws.
  • bombardment plates 21 to 24 are inserted such that in each case a double layer of bombardment plates 21, 22; 23, 24 covers the space between adjacent uprights 17 to 19.
  • the adjacent to form a double layer bombardment plates 21, 22; 23, 24 may be attached to one another for fastening the planking 11, 12 via a Kitt fixierraupe.
  • the double layer 21, 22; 23, 24 by means of screws 39, 40 fixed by clamping, ie the screws press with their ends the bombardment plates in a fixed position without substantially entering the volume of the bombardment plates 21 to 24.
  • Fig. 3 is a modified embodiment of a partition wall construction when using stands with pronounced web profiling illustrated.
  • the weak point not covered by bombardment plates 21 to 24 in the region of the uprights 17 to 19 is ensured by a strip-shaped bullet lock 54 inserted between the two metal profiles 28, 29 forming a stator 17 to 19. Accordingly, in this embodiment, the cover plates 13 to 16 of the planking are directly connected to the flange sections 30 to 33 of the metal profiles 28, 29, in particular screwed.
  • the strip-shaped baffle 54 is preferably designed as a strip of a form-adapted gypsum fiber board.
  • Fig. 4 is for the embodiment according to Fig. 3 schematically illustrates a wall termination.
  • two angle sections 43, 44 are fastened to an adjacent wall such that the planking 11, 12 can be fastened to the adjacent wall according to the width of the uprights of the uprights 17 to 19.
  • the end-side bombardment plates 21, 22 are also clamped by screws 45, 46 clamped attached analogous to the clamping attachment by means of screws 39, 40 to the metal profiles 28, 29 of the stator 17 to 19, as shown by Fig. 1 explained.
  • the gypsum fiber material used for the bombardment plates is characterized by the fact that it is not flammable, so that no reduction in the fire protection properties achievable with conventional stud walls has to be accepted.
  • the proposed partition wall construction is characterized by high sound absorption properties as well as good thermal insulation.
  • the bullet resistance integrated in the stud wall does not have to be provided over the entire height of the wall. With a ceiling height of, for example, 3.50 m, it would be sufficient to provide bullet resistance or the introduction of bullet plates 21 to 24 up to a height of 2.40 m in individual applications.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Electromagnetism (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Building Environments (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Description

Die Erfindung betrifft eine beschusssichere Trennwandkonstruktion in Ständerbauweise umfassend beidseits jeweils eine ein- oder mehrlagige Beplankung mit Abdeckplatten und eine Mehrzahl zwischen der beidseits vorgesehenen Beplankung angeordneter Ständer, wobei die Beplankung unmittelbar oder mittelbar an den Ständern gehalten ist.The invention relates to a bullet-proof partition wall construction in a stand construction comprising on both sides in each case a single or multi-layer planking with cover plates and a plurality between the planking provided on both sides arranged stand, wherein the planking is held directly or indirectly on the uprights.

Beschusssichere Trennwandkonstruktionen in Ständerbauweise sind aus dem Stand der Technik bekannt. In einer konkreten Ausgestaltung werden gemäß dem Stand der Technik massive L-förmig abgekantete Stahlplatten als Beschussplatten miteinander verschraubt. Obwohl Stahl eine zweckmäßige Beschusshemmung bilden kann, sind sowohl Transport als auch Montage der Metallplatten nach dem Stand der Technik aufwendig und beschwerlich.Bullet resistant bulletproof wall structures are known in the art. In a specific embodiment, massive L-shaped bent steel plates are screwed together as bombardment plates according to the prior art. Although steel can provide convenient bullet resistance, both transport and assembly of the prior art metal plates are cumbersome and cumbersome.

Eine weitere beschusssichere Trennwandkonstruktion in StänderBauweise ist aus der GB 2275281 , welche eine Grundlage für den Oberbegriff des unabhängigen Anspruchs 1 bildet, bekannt.Another bullet-proof partition construction in a stand construction is from the GB 2275281 , which forms a basis for the preamble of independent claim 1, known.

Die Aufgabe der vorliegenden Erfindung besteht darin, eine beschusssichere Trennwandkonstruktion in Ständerbauweise vorzuschlagen, welche sich bei dennoch guter Beschusshemmung leicht transportieren und einfach montieren lässt.The object of the present invention is to propose a bullet-proof partition wall construction in a stand construction, which can be easily transported and still be installed while still providing good bullet resistance.

Diese Aufgabe wird mit einer beschusssicheren Trennwandkonstruktion nach den Merkmalen des Anspruches 1 gelöst. Vorteilhafte Weiterbildungen sind in den Unteransprüchen angegeben.This object is achieved with a bullet-proof partition wall construction according to the features of claim 1. Advantageous developments are specified in the subclaims.

Ein Kerngedanke der vorliegenden Erfindung besteht darin, dass die Beschussplatten zumindest teilweise aus Gipsfaserwerkstoffen bestehen. Die Beschussplatten nach der Erfindung sind im Innenbereich der Trennwandkonstruktion angeordnet und bilden dort eine flächig ausgedehnte Beschusshemmung aus. Es hat sich gezeigt, dass Gipsfaserwerkstoffe bei Beschuss günstige Eigenschaften aufweisen, nämlich einerseits den Durchtritt von Projektilen wirksam verhindern und gleichzeitig das Risiko zurückprallender Projektile (Querschläger) minimieren. Gipsfaserwerkstoffe sind
dabei insbesondere im Vergleich zu Stahl vergleichsweise leicht, was Transport und Montage erheblich erleichtert.A core idea of the present invention is that the bombardment plates consist at least partially of gypsum fiber materials. The bombardment plates according to the invention are arranged in the interior region of the partition wall construction and form there an areal extensive bullet resistance. It has been shown that gypsum fiber materials have favorable properties when bombarded, namely on the one hand effectively prevent the passage of projectiles and at the same time minimize the risk of rebounding projectiles (ricochets). Gypsum fiber materials are
This comparatively easy compared to steel, which greatly facilitates transport and installation.

In einer konkreten Ausgestaltung umfassen die Beschussplatten Gipsfaserplatten der Rohdichte 1400 bis 1600 kg/m3, vorzugsweise 1500 kg/m3 bzw. sind aus Gipsfaserplatten gebildet. Gipsfaserplatten haben sich auch in anderen Anwendungsbereichen bewährt, und sind mit vertretbarem Aufwand in gleichbleibender Qualität herstellbar.In a specific embodiment, the bombardment plates gypsum fiberboards of raw density 1400 to 1600 kg / m 3 , preferably 1500 kg / m 3 or are formed from gypsum fiber boards. Gypsum fiber boards have also been proven in other applications, and can be produced with reasonable effort in consistent quality.

In einer möglichen Ausgestaltung können die Beschussplatten mehrere Schichten unterschiedlicher Materialien umfassen, wobei die mehreren Schichten auch unter Ausbildung eines Verbundkörpers dauerhaft miteinander verbunden sein können. Mit einem Verbundkörper können die unter Umständen je nach Schichttiefe unterschiedliche Anforderungen an das Material besonders gut erfüllt werden. Es kann eine für den Aufprall des Projektils besonders gut geeignete außenliegende Schicht und eine für die Abbremsung des Profils besonders gut geeignete innere Schicht vorgesehen werden. In einer konkreten Ausgestaltung kann beispielsweise eine Schicht aus Gipsfaserwerkstoff und eine weitere Schicht durch mindestens eine Blechlage gebildet sein. Bevorzugtermaßen ist dabei die Beschussplatte so aufgebaut, dass die Schicht aus Gipsfaserwerkstoff der Beplankung bzw. der mutmaßlichen Eintrittsrichtung eines Projektil zugewandt, die Blechlage dagegen der Beplankung bzw. der mutmaßlichen Eintrittsrichtung eines Projektils abgewandt ist.In one possible embodiment, the bombardment plates may comprise a plurality of layers of different materials, wherein the multiple layers may also be permanently connected to each other while forming a composite body. With a composite body, depending on the layer depth, different requirements for the material may possibly be met particularly well. It can be provided for the impact of the projectile particularly well-suited outer layer and a particularly suitable for the braking of the profile inner layer. In a specific embodiment, for example, a layer of gypsum fiber material and a further layer may be formed by at least one sheet metal layer. Preferred dimensions while the bombardment plate is constructed so that the layer of gypsum fiber facing the planking or the presumptive direction of entry of a projectile, the sheet metal layer, however, facing away from the planking or the presumptive direction of entry of a projectile.

Besonders bevorzugt ist innerhalb der Trennwandkonstruktion eine Doppellage aus Beschussplatten ausgebildet, wobei bei Ausbildung als Mehrschichtkörper die Beschussplatten mit ihren Blechlagen einander zugewandt angeordnet sind. Die doppellagig angeordneten Beschussplatten können miteinander über eine Kittfixierraupe verbunden sein. Dabei sind die Beschussplatten, wie bereits erwähnt, entweder monolitisch oder als Schichtkörper, insbesondere als Verbundkörper ausgebildet. Falls Blechlagen zum Einsatz kommen, bestehen diese vorzugsweise aus Stahlblech einer Stärke von ≤ 2 mm, vorzugsweise etwa 1,5 mm (beispielsweise Stahlgüte: ST 37).Particularly preferred within the partition wall construction, a double layer of bombardment plates is formed, wherein when trained as a multi-layer body, the bullet plates are arranged with their metal layers facing each other. The two-ply bombardment plates can be connected to each other via a Kittfixierraupe. The bombardment plates, as already mentioned, are either monolithic or formed as a layered body, in particular as a composite body. If sheet metal layers are used, they preferably consist of sheet steel of a thickness of ≦ 2 mm, preferably about 1.5 mm (for example steel grade: ST 37).

Gemäß einer weiteren Ausgestaltung der vorliegenden Erfindung sind die Ständer als Einfach-Metallprofile oder Doppel-Metallprofile mit jeweils U- bzw. C-förmigen Querschnitt ausgebildet. In dieser letztgenannten, konkreten Ausgestaltung sind die Metallprofile, mit ihren Stegen einander zugewandt, entweder unmittelbar aneinanderliegend oder unter Zwischenschiebung einer streifenförmigen Beschusssperre angeordnet.According to a further embodiment of the present invention, the stands are designed as single metal profiles or double metal profiles, each having a U- or C-shaped cross section. In this latter concrete embodiment, the metal profiles, with their webs facing each other, are arranged either directly adjacent to one another or with the interposition of a strip-shaped shooting barrier.

Bei Ständern mit profiliertem Steg, z.B. breiten Sicken erscheint es zweckmäßig, im Bereich der Ständer streifenförmige Beschusssperren ergänzend vorzusehen. Während zwischen den Ständern durch die Beschussplatten eine flächige Beschusshemmung ohne Weiteres sichergestellt werden kann, würde im Bereich der aus Metallprofilen gebildeten Ständer ein Restrisiko eines Projektildurchtritts verbleiben, da die Metallprofile der Ständer durch die entstehenden Hohlräume nicht ausreichend beschusssicher sind.For uprights with profiled web, e.g. wide beads it seems appropriate to provide in the area of the stand strip-shaped bullet barriers in addition. While a surface bombardment can be readily ensured between the uprights through the bombardment plates, a residual risk of projectile penetration would remain in the region of the stud formed of metal profiles since the metal profiles of the studs are not sufficiently bulletproof due to the resulting cavities.

Diese streifenförmigen Beschusssperren können entweder in paralleler Ausrichtung zur äußeren ein- oder mehrlagigen Beplankung außen auf die Metallprofile aufgesetzt sein. Alternativ oder zusätzlich können zwischen zwei einen Ständer ausbildende Metallprofile die streifenförmigen Beschusssperren auch zwischengeschoben sein. Vorzugsweise ist bei diesen zwischengeschobenen streifenförmigen Beschusssperren deren Außenkontur genau der Außenkontur der angrenzenden Metallprofile anzupassen.These strip-shaped bullet barriers can be placed either on the outside of the metal profiles in parallel alignment with the outer single or multi-layer planking. Alternatively or additionally, the strip-shaped bullet barriers can also be interposed between two metal profiles forming a stand. Preferably, in these interposed stripe-shaped shooting barriers whose outer contour exactly match the outer contour of the adjacent metal profiles.

Um die Montage zu erleichtern, können die Horizontalstöße zweier benachbarter Beschussplatten und/oder zweier streifenförmiger Beschusssperren in Nut-Feder-Ausführung ausgebildet sein.In order to facilitate the assembly, the horizontal joints of two adjacent bombardment plates and / or two strip-shaped bombardment can be formed in tongue and groove execution.

Je nach gewünschter Beschussklasse weisen die Beschussplatten vorzugsweise eine Stärke von 10 bis 40 mm auf.Depending on the desired bullet class, the bullet plates preferably have a thickness of 10 to 40 mm.

Mit der Erfindung wird somit eine Anordnung geschaffen, bei der in einer an sich normalen Ständerwand eine Beschusssicherung integriert ist. Somit ist diese Ständerwand mit integrierter Beschusssicherung mit Standardwandsystemen in Ständerausführung kompatibel.With the invention thus an arrangement is provided in which a bulletproof is integrated in a per se normal stud wall. Thus, this stand wall with integrated bullet protection is compatible with standard wall systems in stand design.

Die Erfindung wird nachstehend auch hinsichtlich weiterer Merkmale und Vorteile anhand der Beschreibung von Ausführungsbeispielen und anhand der beiliegenden Zeichnungen näher erläutert.The invention will be explained below with regard to further features and advantages with reference to the description of exemplary embodiments and with reference to the accompanying drawings.

Hierbei zeigen:

Fig. 1
einen Horizontalschnitt durch einen Abschnitt einer Ausführungsform mit Einfach-Ständerproflien einer erfindungsgemäßen Trennwand
Fig. 2
einen Horizontalschnitt durch einen Abschnitt einer Ausführungsform einer erfindungsgemäßen Trennwandkonstruktion mit Doppelprofilen
Fig. 3
einen Horizontalschnitt durch einen Abschnitt einer modifizierten Ausfüh- rungsform einer erfindungsgemäßen Trennwandkonstruktion
Fig. 4
eine Ausführungsform eines Endabschlusses für die Trennwandkonstruktion nach Fig. 3
Hereby show:
Fig. 1
a horizontal section through a portion of an embodiment with simple Ständerproflien a partition according to the invention
Fig. 2
a horizontal section through a portion of an embodiment of a partition wall construction according to the invention with double profiles
Fig. 3
a horizontal section through a portion of a modified embodiment of a partition wall construction according to the invention
Fig. 4
an embodiment of an end closure for the partition wall construction according to Fig. 3

In Figur 1 ist ein Horizontalschnitt durch einen Abschnitt einer ersten Ausführungsform einer erfindungsgemäßen Trennwandkonstruktion schematisch dargestellt. An einer Mehrzahl von in einem bestimmten Rastermaß angeordneten Einfach-Ständern 51 bis 53 sind Abdeckplatten 13 bis 16, die eine zweilagige außenseitige Beplankung 11, 12 ausbilden, angeordnet. In den Hohlraum der Ständerwand sind jeweils eine doppelte Lage von Beschussplatten 21, 22; 23, 24 zwischen den benachbarten Ständern 51 bis 53 straff eingesetzt und durch die Befestigungsschrauben 49, 50 der ersten Lage der Abdeckplatten in ihrer Lage fixiert, ohne dass die Schrauben wesentlich in das Volumen der Beschussplatten 21 bis 24 eintreten. Alternativ können zur Lagefixierung der Beschussplatten gesonderte Fixierschrauben in die Ständerflansche an den Kopfenden der Beschussplatten beidseitig zu den Beschussplatten reihenförmig angeordnet werden.In FIG. 1 is a horizontal section through a portion of a first embodiment of a partition wall construction according to the invention shown schematically. At a plurality of arranged in a certain pitch single uprights 51 to 53 are cover plates 13 to 16, which form a two-layer outside planking 11, 12, respectively. In the cavity of the stator wall are each a double layer of bombardment plates 21, 22; 23, 24 tightly inserted between the adjacent uprights 51 to 53 and fixed by the fastening screws 49, 50 of the first layer of the cover plates in their position without the screws substantially entering the volume of the bombardment plates 21 to 24. Alternatively, to fix the position of the bombardment plates, separate fixing screws can be arranged in a row on both sides of the bombardment plates in the stator flanges at the head ends of the bombardment plates.

In einem konkreten Aufbau wurde unter Verwendung von 28 mm dicken Gipsfaserplatten, Rohdichte 1500 kg/m3 als Beschussplatten, unter Verwendung von Einfach-Metallprofilen 51 bis 53 der Steghöhe 75 mm eine Beschusshemmung der Klasse FB 4 nach DIN EN 1522 erreicht, was höchste Anforderungen an Beschusssicherheit gegen Beschuss aus Faustfeuerwaffen entspricht.In a concrete construction was using 28 mm thick gypsum fiberboards, density 1500 kg / m 3 as bombardment, using simple metal profiles 51 to 53 of the web height 75 mm bullet resistance of class FB 4 according to DIN EN 1522 achieved what highest requirements to shelling security against shelling from handguns corresponds.

In Figur 2 ist ein Horizontalschnitt durch einen Abschnitt einer weiteren Ausführungsform einer erfindungsgemäßen Trennwandkonstruktion schematisch dargestellt. An einer Mehrzahl von in einem bestimmten Rastermaß angeordneten Ständern 17 bis 19 sind Abdeckplatten 13 bis 16, die eine zweilagige außenseitige Beplankung 11, 12 ausbilden, angeordnet. Zwischen der Beplankung und den Ständern 17 bis 19 sind bei der vorliegenden Ausführungsform noch streifenförmige Beschusssperren 26, 27 zwischengesetzt. Die Ständer 17 bis 19 sind bei der vorliegenden Ausführungsform durch zwei Metallprofile mit jeweils U- bzw. C-förmigem Querschnitt gebildet, die jeweils stegseitig einander zugewandt sind. Die Öffnungen der C- bzw. U-förmigen Metallprofile sind dementsprechend einander abgewandt. Die Metallprofile 28, 29 sind so ausgerichtet, dass sie im Wesentlichen zur Fläche der äußeren Beplankung 11, 12 senkrecht stehen. Die Abdeckplatten der äußeren Beplankung werden in seitliche Flanschabschnitte unter gleichzeitiger Fixierung der streifenförmigen Beschusssperren 26, 27, insbesondere über Schrauben 39, 40 und/oder über Klammern 34 befestigt. Konkret können die streifenförmigen Beschusssperren 26, 27 an den Metallprofilen 28, 29 über Schrauben 39, 40 befestigt werden, wodurch gleichzeitig die Beschussplatten21 bis 24, was noch detaillierter erläutert werden wird, fixiert werden. Die Abdeckplatten 13, 14 können dann auf die streifenförmigen Beschusssperren 26, 27 über Klammern 34 befestigt werden. Die streifenförmigen Beschusssperren sind vorteilhafterweise ebenfalls aus Gipsfaserplattenstreifen gebildet, so dass eine Befestigung über Klammern 34 ebenfalls gut möglich ist. Ergänzend oder alternativ können auch andere Befestigungsmittel Verwendung finden, insbesondere Schrauben.In FIG. 2 a horizontal section through a portion of another embodiment of a partition wall construction according to the invention is shown schematically. At a plurality of arranged in a certain grid dimensions uprights 17 to 19 are cover plates 13 to 16, which form a two-ply outside planking 11, 12, respectively. Between the planking and the uprights 17 to 19, in the present embodiment, strip-shaped shooting barriers 26, 27 are interposed. The stands 17 to 19 are formed in the present embodiment by two metal profiles each having a U- or C-shaped cross-section, which are each web-side facing each other. The openings of the C or U-shaped metal profiles are accordingly facing away from each other. The metal profiles 28, 29 are aligned so that they are substantially perpendicular to the surface of the outer skin 11, 12. The cover plates of the outer planking are fastened in lateral flange sections with simultaneous fixation of the strip-shaped shooting barriers 26, 27, in particular via screws 39, 40 and / or brackets 34. Specifically, the strip-shaped baffles 26, 27 can be attached to the metal profiles 28, 29 via screws 39, 40, whereby at the same time the baffle plates 21 to 24, which will be explained in more detail, are fixed. The cover plates 13, 14 can then be attached to the strip-shaped bullet barriers 26, 27 via brackets 34. The strip-shaped bullet barriers are advantageously also formed from gypsum fiber board strips, so that an attachment via brackets 34 is also well possible. Additionally or alternatively, other fasteners can be used, in particular screws.

In die jeweils einander zugewandten Profilöffnungen der Metallprofile 28, 29 benachbarter Ständer 17 bis 19 sind Beschussplatten 21 bis 24 eingesetzt derart, dass jeweils eine doppelte Lage von Beschussplatten 21, 22; 23, 24 den Raum zwischen benachbarten Ständern 17 bis 19 überdeckt. Die zur Ausbildung einer Doppellage aneinanderliegenden Beschussplatten 21, 22; 23, 24 können zur Befestigung der Beplankung 11, 12 über eine Kittfixierraupe aneinander befestigt sein.In the respectively facing profile openings of the metal profiles 28, 29 adjacent stator 17 to 19 bombardment plates 21 to 24 are inserted such that in each case a double layer of bombardment plates 21, 22; 23, 24 covers the space between adjacent uprights 17 to 19. The adjacent to form a double layer bombardment plates 21, 22; 23, 24 may be attached to one another for fastening the planking 11, 12 via a Kitt fixierraupe.

Innerhalb der Trennwandkonstruktion, konkret innerhalb der Ständer 17 bis 19 ist die Doppellage 21, 22; 23, 24 über Schrauben 39, 40 klemmend befestigt, d.h. die Schrauben drücken mit ihren Enden die Beschussplatten in eine fixierte Position ohne wesentlich in das Volumen der Beschussplatten 21 bis 24 einzutreten.Within the partition wall construction, specifically within the uprights 17 to 19, the double layer 21, 22; 23, 24 by means of screws 39, 40 fixed by clamping, ie the screws press with their ends the bombardment plates in a fixed position without substantially entering the volume of the bombardment plates 21 to 24.

In einem konkreten Aufbau wurde unter Verwendung von 25 mm dicken Gipsfaserplatten als Beschussplatten 21 bis 24, unter Verwendung von Metallprofilen 28, 29 der Breite 75 mm (CW 75), unter Zwischenschiebung von zwei Blechlagen 41, 42 zwischen die Beschussplatten 21, 22 bzw. 23, 24 eine Beschusshemmung der Klasse FB 4 nach DIN-EN 1522 erreicht, was höchsten Anforderungen an Beschusssicherheit gegen Beschuss aus Faustfeuerwaffen entspricht.In a concrete structure was using 25 mm thick gypsum fiber boards as bombardment plates 21 to 24, using metal profiles 28, 29 of 75 mm width (CW 75), with the interposition of two sheet metal layers 41, 42 between the bombardment plates 21, 22 and 23, 24 achieved a bullet resistance class FB 4 according to DIN-EN 1522, which meets the highest requirements for shelling security against shelling from handguns.

In Fig. 3 ist eine modifizierte Ausführungsform eines Trennwandaufbaus bei Einsatz von Ständern mit ausgeprägter Stegprofilierung veranschaulicht.In Fig. 3 is a modified embodiment of a partition wall construction when using stands with pronounced web profiling illustrated.

Bei dieser modifizierten Ausführungsform ist die nicht durch Beschussplatten 21 bis 24 überdeckte Schwachstelle im Bereich der Ständer 17 bis 19 durch eine zwischen die beiden einen Ständer 17 bis 19 ausbildenden Metallprofile 28, 29 eingeschobene streifenförmige Beschusssperre 54 gewährleistet. Entsprechend sind bei dieser Ausgestaltung die Abdeckplatten 13 bis 16 der Beplankung direkt mit den Flanschabschnitten 30 bis 33 der Metallprofile 28, 29 verbunden, insbesondere verschraubt. Auch die streifenförmige Beschusssperre 54 ist bevorzugtermaßen als Streifen einer formseitig angepassten Gipsfaserplatte ausgebildet.In this modified embodiment, the weak point not covered by bombardment plates 21 to 24 in the region of the uprights 17 to 19 is ensured by a strip-shaped bullet lock 54 inserted between the two metal profiles 28, 29 forming a stator 17 to 19. Accordingly, in this embodiment, the cover plates 13 to 16 of the planking are directly connected to the flange sections 30 to 33 of the metal profiles 28, 29, in particular screwed. The strip-shaped baffle 54 is preferably designed as a strip of a form-adapted gypsum fiber board.

In Fig. 4 ist für die Ausführungsform nach Fig. 3 ein Wandabschluss schematisch veranschaulicht. Wandseitig sind hier anstelle eines Ständers zwei Winkelprofile 43, 44 an einer angrenzenden Wand derart befestigt, dass sich die Beplankung 11, 12 gemäß der Ständerbreite der Ständer 17 bis 19 an der angrenzenden Wand befestigen lässt. Die endseitigen Beschussplatten 21, 22 werden ebenfalls klemmend über Schrauben 45, 46 klemmend befestigt analog der klemmenden Befestigung mittels Schrauben 39, 40 an den Metallprofilen 28, 29 der Ständer 17 bis 19, wie anhand von Fig. 1 erläutert.In Fig. 4 is for the embodiment according to Fig. 3 schematically illustrates a wall termination. On the wall side, instead of a stand, two angle sections 43, 44 are fastened to an adjacent wall such that the planking 11, 12 can be fastened to the adjacent wall according to the width of the uprights of the uprights 17 to 19. The end-side bombardment plates 21, 22 are also clamped by screws 45, 46 clamped attached analogous to the clamping attachment by means of screws 39, 40 to the metal profiles 28, 29 of the stator 17 to 19, as shown by Fig. 1 explained.

Der für die Beschussplatten zum Einsatz gelangende Gipsfaserwerkstoff zeichnet sich dadurch aus, dass er nicht brennbar ist, so dass keine Reduzierung der bei herkömmlichen Ständerwänden erzielbaren Brandschutzeigenschaften in Kauf genommen werden muss. Mit oder ohne im Zwischenraum eingebrachtes Dämmmaterial zeichnet sich die vorgeschlagene Trennwandkonstruktion durch hohe Schallabsorptionseigenschaften sowie durch eine gute Wärmeisolierung aus.The gypsum fiber material used for the bombardment plates is characterized by the fact that it is not flammable, so that no reduction in the fire protection properties achievable with conventional stud walls has to be accepted. With or without insulating material introduced in the intermediate space, the proposed partition wall construction is characterized by high sound absorption properties as well as good thermal insulation.

Generell ist festzuhalten, dass die in der Ständerwand integrierte Beschusshemmung nicht über die gesamte Höhe der Wand vorgesehen werden muss. Bei einer Raumhöhe von beispielsweise 3.50 m könnte eine Beschusshemmung bzw. die Einbringung von Beschussplatten 21 bis 24 bis auf eine Höhe von 2.40 m in einzelnen Anwendungsfällen ausreichend sein.In general, it should be noted that the bullet resistance integrated in the stud wall does not have to be provided over the entire height of the wall. With a ceiling height of, for example, 3.50 m, it would be sufficient to provide bullet resistance or the introduction of bullet plates 21 to 24 up to a height of 2.40 m in individual applications.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

11,1211.12
Beplankungplanking
13 bis 1613 to 16
Abdeckplattencover
17 bis 1917 to 19
Doppelständerdouble column
21 bis 2421 to 24
Beschussplattenimpact boards
2525
BeschusshemmungBulletproof
26, 27, 5426, 27, 54
streifenförmige Beschusssperrenstrip-shaped bullet barriers
28, 2928, 29
Metallprofilemetal profiles
30 bis 3330 to 33
Teilabschnittesections
3434
Klammernclinch
35 bis 3835 to 38
Profilöffnungenprofile openings
39, 4039, 40
Schraubenscrew
41, 4241, 42
Blechlagensheet metal layers
43, 4443, 44
Winkelprofileangle sections
45, 4645, 46
Schrauben (Winkelprofile)Screws (angle profiles)
47, 4847, 48
Fixierschraubenfixing screws
49, 5049, 50
Befestigungsschrauben für AbdeckplattenFixing screws for cover plates
51, 52, 5351, 52, 53
Einfachständersimply stand
LL
LängsmittelebeneLongitudinal center plane

Claims (13)

  1. A projectile-proof partition construction of upright type having a planking (11, 12) of one or more layers on two sides comprising cover boards (13 to 16), and a plurality of posts (17 to 19; 51 to 53) arranged between the planking (11, 12) provided on the two sides,
    wherein the planking (11, 12) is held directly or indirectly on the posts (17 to 19; 51 to 53),
    wherein projectile impact boards (21 to 24) furthermore define a flat elongated projectile blocking means (25) inside the partition construction,
    characterized in that the projectile impact boards (21 to 24) consist at least in part of fibrous plaster materials.
  2. The projectile-proof partition construction according to claim 1,
    characterized in that
    the projectile impact boards (21 to 24) comprise fibrous plaster boards or consist of the same.
  3. The projectile-proof partition construction according to claim 1 or 2,
    characterized in that
    the projectile impact boards (21 to 24) comprise a plurality of layers of different materials which are preferably connected together to form a composite body.
  4. The projectile-proof partition construction according to claim 3,
    characterized in that
    one layer is formed from fibrous plaster material and a further layer is formed from at least one sheet metal layer.
  5. The projectile-proof partition construction according to any one of claims 1 to 4,
    characterized in that
    the posts (17 to 19; 51 to 53) are formed as single metal profiles or as double metal profiles each having a U-shaped or C-shaped cross-section.
  6. The projectile-proof partition construction according to any one of claims 1 to 5,
    characterized in that
    the projectile impact boards (21 to 24) are arranged in one or more layers in the center of the partition construction as close as possible to or on a central longitudinal plane.
  7. The projectile-proof partition construction according to any one of claims 1 to 6,
    characterized in that
    the projectile impact boards (21 to 24) are fixed in position by the fixing screws (39, 40) of the cover boards (13 to 16) or of the projectile blocking means.
  8. The projectile-proof partition construction according to any one of claims 1 to 6,
    characterized in that
    the projectile impact boards (21 to 24) are held in position by fixing screws (47, 48) arranged in rows in the post flanges at the head end of the projectile impact boards on both sides with respect to the projectile impact boards (21 to 24).
  9. The projectile-proof partition construction according to any one of claims 1 to 8,
    characterized in that
    additional strip-shaped projectile arresters (26, 27, 54) are provided in the area of the posts (17 to 19).
  10. The projectile-proof partition construction according to claim 8,
    characterized in that
    the strip-shaped projectile arresters (54) in each case are inserted between the posts (17 to 20) and the planking (11, 12).
  11. The projectile-proof partition construction according to claim 9 or 10,
    characterized in that
    the posts (17 to 20) are of multi-part configuration and the strip-shaped projectile arresters (26, 27, 54) are integrated within the multi-part posts (17 to 19).
  12. The projectile-proof partition construction according to any one of claims 1 to 11,
    characterized in that
    horizontal joints of two vertically adjacent projectile impact boards (21 to 24) and/or of two strip-shaped projectile arresters (26, 27) are formed in a tongue-and-groove configuration.
  13. The projectile-proof partition construction according to any one of claims 1 to 12,
    characterized in that
    the projectile impact boards (21 to 24) have a thickness of 4 to 40 mm depending on the projectile impact class.
EP05799796A 2004-11-04 2005-11-03 Bullet-proof separating wall construction Active EP1807583B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL05799796T PL1807583T3 (en) 2004-11-04 2005-11-03 Bullet-proof separating wall construction

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE202004017222 2004-11-04
DE202004018705U DE202004018705U1 (en) 2004-11-04 2004-12-02 Shot proof wall system has outer cladding over double inner reinforcing panels made of plaster and fibre construction and clamped between support frames
PCT/EP2005/011777 WO2006048288A1 (en) 2004-11-04 2005-11-03 Shot-proof separating wall construction

Publications (2)

Publication Number Publication Date
EP1807583A1 EP1807583A1 (en) 2007-07-18
EP1807583B1 true EP1807583B1 (en) 2009-03-04

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Country Status (4)

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US (1) US20070245933A1 (en)
EP (1) EP1807583B1 (en)
PL (1) PL1807583T3 (en)
WO (1) WO2006048288A1 (en)

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Also Published As

Publication number Publication date
WO2006048288A1 (en) 2006-05-11
EP1807583A1 (en) 2007-07-18
PL1807583T3 (en) 2009-07-31
US20070245933A1 (en) 2007-10-25

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