EP1807583B1 - Construction de paroi de separation anti-ballistique - Google Patents

Construction de paroi de separation anti-ballistique 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
Authority
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.)
Active
Application number
EP05799796A
Other languages
German (de)
English (en)
Other versions
EP1807583A1 (fr
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
Original Assignee
Knauf Gips KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE202004018705U external-priority patent/DE202004018705U1/de
Application filed by Knauf Gips KG filed Critical Knauf Gips KG
Priority to PL05799796T priority Critical patent/PL1807583T3/pl
Publication of EP1807583A1 publication Critical patent/EP1807583A1/fr
Application granted granted Critical
Publication of EP1807583B1 publication Critical patent/EP1807583B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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.

Landscapes

  • 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)

Claims (13)

  1. Structure de cloison antibalistique à montants, comprenant, des deux côtés, à la fois un revêtement à une ou plusieurs couches (11, 12) présentant des plaques de recouvrement (13 à 16) et une pluralité de montants (17 à 19 ; 51 à 53) disposés entre le revêtement (11, 12) prévu des deux côtés,
    le revêtement (11, 12) étant maintenu directement ou indirectement sur les montants (17 à 19 ; 51 à 53),
    et en outre des plaques balistiques (21 à 24) formant, dans la zone intérieure de la structure de cloison, une protection balistique étendue dans le plan (25), caractérisée en ce que les plaques balistiques (21 à 24) sont constituées au moins partiellement de matériaux à base de fibroplâtre.
  2. Structure de cloison antibalistique selon la revendication 1,
    caractérisée en ce que
    les plaques balistiques (21 à 24) comprennent des plaques en fibroplâtre ou en sont constituées.
  3. Structure de cloison antibalistique selon la revendication 1 ou 2,
    caractérisée en ce que
    les plaques balistiques (21 à 24) comprennent plusieurs couches de différents matériaux, lesquelles sont de préférence reliées entre elles de façon à former un corps composite.
  4. Structure de cloison antibalistique selon la revendication 3,
    caractérisée en ce
    qu'une couche est constituée d'un matériau à base de fibroplâtre et une autre couche par au moins une strate de tôle.
  5. Structure de cloison antibalistique selon l'une des revendications 1 à 4,
    caractérisée en ce que
    les montants (17 à 19 ; 51 à 53) sont constitués comme profilés métalliques simples ou comme profilés métalliques doubles présentant chaque fois une section en U ou en C.
  6. Structure de cloison antibalistique selon l'une des revendications 1 à 5,
    caractérisée en ce que
    les plaques balistiques (21 à 24) sont disposées en une ou plusieurs couches au centre de la structure de cloison, le plus près possible d'un plan longitudinal médian ou sur celui-ci.
  7. Structure de cloison antibalistique selon l'une des revendications 1 à 6,
    caractérisée en ce que
    les plaques balistiques (21 à 24) sont maintenues en position par les vis de fixation (39, 40) des plaques de recouvrement (13 à 16) ou de la protection balistique.
  8. Structure de cloison antibalistique selon l'une des revendications 1 à 6,
    caractérisée en ce que
    les plaques balistiques (21 à 24) sont maintenues en position par des vis de fixation (47, 48) qui sont disposées en rangées dans les ailes des montants aux extrémités des plaques balistiques, des deux côtés par rapport aux plaques balistiques (21 à 24).
  9. Structure de cloison antibalistique selon l'une des revendications 1 à 8,
    caractérisée en ce que
    des barrières balistiques supplémentaires (26, 27, 54) en forme de bandes sont prévues au niveau des montants (17 à 19).
  10. Structure de cloison antibalistique selon la revendication 8,
    caractérisée en ce que
    les barrières balistiques en forme de bandes (54) sont chaque fois insérées entre les montants (17 à 20) et le revêtement (11, 12).
  11. Structure de cloison antibalistique selon la revendication 9 ou 10,
    caractérisée en ce que
    les montants (17 à 20) sont constitués de plusieurs parties et les barrières balistiques en forme de bandes (26, 27, 54) sont intégrées au sein des montants (17 à 19) constitués de plusieurs parties.
  12. Structure de cloison antibalistique selon l'une des revendications 1 à 11,
    caractérisée en ce que
    des jointures horizontales de deux plaques balistiques (21 à 24) verticalement contiguës et/ou de deux barrières balistiques en forme de bandes (26, 27) sont à assemblage par languette et rainure.
  13. Structure de cloison antibalistique selon l'une des revendications 1 à 12,
    caractérisée en ce que
    les plaques balistiques (21 à 24) présentent une épaisseur de 4 à 40 mm selon la classe de protection balistique.
EP05799796A 2004-11-04 2005-11-03 Construction de paroi de separation anti-ballistique Active EP1807583B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL05799796T PL1807583T3 (pl) 2004-11-04 2005-11-03 Ściana działowa konstrukcji kuloodpornej

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE202004017222 2004-11-04
DE202004018705U DE202004018705U1 (de) 2004-11-04 2004-12-02 Beschusssichere Trennwandkonstruktion
PCT/EP2005/011777 WO2006048288A1 (fr) 2004-11-04 2005-11-03 Construction de paroi de separation anti-bombardement

Publications (2)

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

Family

ID=35503498

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05799796A Active EP1807583B1 (fr) 2004-11-04 2005-11-03 Construction de paroi de separation anti-ballistique

Country Status (4)

Country Link
US (1) US20070245933A1 (fr)
EP (1) EP1807583B1 (fr)
PL (1) PL1807583T3 (fr)
WO (1) WO2006048288A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023143691A1 (fr) 2022-01-28 2023-08-03 Knauf Gips Kg Ensemble mural résistant aux projectiles

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US20090235813A1 (en) * 2008-03-24 2009-09-24 Arthur Henry Cashin Ballistics Barrier
US20090235507A1 (en) 2008-03-24 2009-09-24 Arthur Henry Cashin Method Of Repairing A Ballistics Barrier
DE102010020989A1 (de) * 2010-05-19 2011-11-24 Lafarge Gypsum International Einbruchhemmende Wand
US20120073233A1 (en) * 2010-09-24 2012-03-29 Principle Holdings Limited Modular walling systems
ES2353183B1 (es) * 2010-10-14 2012-03-23 Carlos Fradera Pellicer Muro blindado y procedimiento de fabricación correspondiente.
GB2493007B (en) 2011-07-21 2017-08-30 Fiberweb Holdings Ltd Confinement structures for particulate fill materials
GB2500097A (en) 2012-02-08 2013-09-11 Michael Barrie Pegrum A partition panel for a panel system comprising extendable and retractable wheels
US10443260B2 (en) * 2012-05-02 2019-10-15 United States Of America As Represented By The Secretary Of The Army Modular anti-ballistic, blast and forced entry resistant shelter system
EP3271522B1 (fr) * 2015-03-20 2020-10-07 Ballistic Furniture Systems, Inc. Système de cloison de barrière balistique et kit de modernisation
MX2017010714A (es) 2015-04-16 2018-08-01 Knauf Gips Kg Estructura de pared de yeso resistente a proyectiles de bala.
JP7315328B2 (ja) * 2016-06-30 2023-07-26 クナウフ ギプス カーゲー ばねレールを備えた乾式壁構造システム
CN108413813B (zh) * 2018-06-05 2024-04-05 福建泉城特种装备科技有限公司 防弹单元及其制造方法和具该防弹单元的拼装式防弹墙
CN109296106A (zh) * 2018-09-20 2019-02-01 中国人民解放军总参谋部第六十研究所 一种防弹墙模块
US11952797B2 (en) * 2018-12-19 2024-04-09 Knauf Gips Kg Breakthrough resistant drywall structure

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Publication number Priority date Publication date Assignee Title
WO2023143691A1 (fr) 2022-01-28 2023-08-03 Knauf Gips Kg Ensemble mural résistant aux projectiles

Also Published As

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

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