EP3060725B1 - Composite anti-effraction et structure de mur porteur, de toit ou de plafond - Google Patents

Composite anti-effraction et structure de mur porteur, de toit ou de plafond Download PDF

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Publication number
EP3060725B1
EP3060725B1 EP13782717.6A EP13782717A EP3060725B1 EP 3060725 B1 EP3060725 B1 EP 3060725B1 EP 13782717 A EP13782717 A EP 13782717A EP 3060725 B1 EP3060725 B1 EP 3060725B1
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EP
European Patent Office
Prior art keywords
resistant composite
composite material
breakage
gypsum board
plasterboard
Prior art date
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EP13782717.6A
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German (de)
English (en)
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EP3060725A1 (fr
Inventor
Dominik Herfurth
Michael VIEBAHN
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Knauf Gips KG
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Knauf Gips KG
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Publication of EP3060725A1 publication Critical patent/EP3060725A1/fr
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    • 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
    • E04H9/16—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 adverse conditions, e.g. extreme climate, pests
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/50—Self-supporting slabs specially adapted for making floors ceilings, or roofs, e.g. able to be loaded
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels

Definitions

  • the invention relates to a break-through-resistant composite according to claim 1, a stud wall, roof or ceiling construction according to claim 12 and a use of a breakthrough-resistant composite and / or a stud wall, roof or ceiling structure according to claim 14.
  • a break-through-resistant composite is, for example, from DE 10 2008 045 560 A1 known.
  • a break-through-resistant composite for planking a stud wall, roof or ceiling construction can be particularly useful where individual parts of a room or an entire room is to be secured so that one or more people break in or out of the room Possibility prevented, in any case should be inhibited.
  • Such a breakthrough-resistant composite can appear to be particularly useful for dividing cells in prisons, but also for the interior work of other buildings (such as a bank) in order to prevent or inhibit an intentional breakthrough of one or more people as far as possible.
  • the DE 10 2008 045 560 A1 proposes the formation of a composite of several layers that are connected to one another by means of composite means. Specifically, in the area between the assembly points, a plurality of first connecting means, in particular screws, are provided which are spaced apart from one another and which between a first non-metal layer and a second metal layer are effective for forming a first sub-assembly and are covered by an external non-metal layer or metal layer. Nails, rivets, staples or crimp elements are also mentioned as alternatives for a screw connection. Bonding between two adjacent layers is also mentioned. Overall, it is perceived as problematic that a breakthrough through the network of DE 10 2008 045 560 A1 is still possible in a comparatively simple manner.
  • the DE 296 22 165 U1 discloses a breakthrough-resistant composite according to the preamble of claim 1.
  • a breakthrough-resistant composite made up of several adjacent layers, in particular as a paneling of a stud wall, roof or ceiling structure, the composite at least one first plasterboard configured as a cardboard-covered plasterboard, at least one metal sheet arranged on the first plasterboard and at least one on comprises the sheet metal arranged, designed as a gypsum fiber board second gypsum board.
  • gypsum board is to be used as a generic term for “cardboard-coated plasterboard” and “gypsum fiber board”.
  • a key consideration of the present invention is to propose a structure with a cardboard-covered plasterboard, a metal sheet and a plasterboard.
  • the gypsum fiber board represents a first (difficult to take) hurdle for the person breaking in or breaking out. This first hurdle can be connected particularly effectively to the sheet metal.
  • the sheet metal represents a second hurdle. If the person breaking in or breaking out should also take this hurdle, the cardboard-covered plasterboard would still have to be broken through.
  • the special arrangement of gypsum fiber board and sheet metal cardboard-encased gypsum board creates a comparatively light bond that is particularly difficult to break through.
  • the gypsum fiber board acts as a heavy protective plate (compared to the cardboard-coated gypsum board), which is particularly difficult to penetrate due to the bond with the metal sheet and the cardboard-coated gypsum board.
  • sheet metal and second plasterboard are glued to one another.
  • the gluing can in particular take place over the entire surface.
  • a point-like or strip-like gluing is implemented.
  • an extremely stable bond is achieved through the gluing, with the sheet metal being used as an adhesion-promoting layer at the same time.
  • glue the first plasterboard can also be connected to the metal plate by other connecting means (e.g. screws, nails and / or rivets).
  • at least two second plasterboards are provided. The at least two second plasterboards are preferably glued to one another at their adjacent edge surfaces. This further improves the stability of the composite. Overall, a composite system that is difficult to penetrate can be implemented.
  • At least two second plasterboards arranged next to one another and arranged on the sheet metal are provided, the at least two second plasterboards arranged next to one another being glued to the sheet metal and glued to one another at their adjacent edge surfaces.
  • At least two first or second gypsum boards form a parting line between them and at least one second gypsum board extends over the parting line.
  • at least two first or second plasterboard form a parting line between them and at least one first gypsum board extends over the parting line.
  • the at least one first plasterboard can have an impregnated plaster core. Furthermore (alternatively or additionally) the at least one first plasterboard can have a density (bulk density) of 500 kg / m 3 , in particular 1,000 kg / m 3 . Maximum limits can (alternatively or additionally) be 2,000 kg / m 3 , in particular 1,500 kg / m 3 .
  • the thickness is (alternatively or additionally) preferably 5 mm, more preferably 10 mm, even more preferably (approximately) equal to 12.5 mm and / or 40 mm, preferably 30 mm, even more preferably 20 mm.
  • the at least one second plasterboard can have a density (bulk density) of preferably 800 kg / m 3 , more preferably 1,500 kg / m 3 .
  • a maximum limit can be, for example, 3,000 kg / m 3 , more preferably 2,000 kg / m 3 .
  • the thickness of the second plasterboard can preferably be 20 mm, even more preferably 28 mm and / or 50 mm, preferably 40 mm.
  • a density (bulk density) of the at least one second plasterboard is preferably higher than a density (bulk density) of the at least one first plasterboard.
  • the density (bulk density) of the at least one second plasterboard can for example be at least 1.2, preferably at least 1.5, even more preferably at least 1.8 times as great as the density of the at least one first plasterboard.
  • the thickness of the at least one second plasterboard can be greater than the thickness of the at least one first plasterboard. In particular, the thickness of the at least one second plasterboard can be at least 1.2 times, preferably at least 1.5 times, even more preferably at least 2 times as great as a thickness of the at least one first plasterboard.
  • first or second plasterboard Such a dimensioning of the first or second plasterboard ensures that the second plasterboard acts as a (comparatively heavy) protective plate, which is further supported by the metal layer, which is already difficult to penetrate per se, and the cardboard-encased plasterboard. On the one hand, this makes a breakthrough more difficult. On the other hand, however, the overall composite is comparatively light (taking into account the purpose of use).
  • the metal sheet can be a (in particular galvanized) steel sheet.
  • the metal sheet can have a thickness of 0.3 mm, preferably 0.5 mm and / or 1 mm, preferably 0.8 mm.
  • the metal sheet is preferably thinner than the at least one first plasterboard and / or the at least second plasterboard. More preferably, the metal sheet is at least a factor of 4, more preferably at least 10, even more preferably at least 25, thinner than the first plasterboard and / or the second plasterboard.
  • a comparatively thin sheet of metal is therefore quite deliberately proposed.
  • the stabilizing properties of such a thin metal sheet and, in particular, its property of functioning as an adhesive base for the at least one second plasterboard are used in a synergistic manner without the total weight increasing significantly.
  • the adhesive for gluing at least one second plasterboard to the at least one metal sheet can be an elastic adhesive (in particular an elastic tile adhesive). This creates a bond that is reliably retained and difficult to penetrate.
  • an adhesive for gluing adjacent contact surfaces of two second plasterboards can be a joint adhesive, in particular based on polyurethane. With a joint adhesive of this type, the second plasterboards can be fastened to one another in a particularly stable manner, so that overall an almost monolithic overall bond is achieved.
  • a stud wall, roof or ceiling structure comprising at least one support device (substructure), in particular at least one profile element (such as a U, C or M profile), with at least one break-through-resistant composite according to a of the preceding claims is arranged on a first side of the support device (substructure), the at least one first plasterboard of the break-through-resistant composite facing the support device (substructure).
  • the second plasterboard acts as a protective plate, which is supported by further layers that are difficult to break through. Overall, a high level of security against break-ins and break-outs is achieved.
  • At least one further breakthrough-resistant composite of the type described above is arranged on a second side of the supporting device (substructure), with (preferably) at least one first plasterboard of the at least one further breakthrough-resistant composite facing the supporting device (substructure).
  • a sandwich is realized in which the carrying device (substructure) is arranged between two break-through-resistant connections (of the type described above). Such a sandwich is difficult to penetrate.
  • a use of a break-through-resistant composite of the type described above and / or a stud wall, roof or ceiling construction of the type described above is proposed for or as a safeguard against the break-in and / or break-out of a person .
  • the present invention enables an extremely reliable burglar-resistant wall structure.
  • the burglar-resistant wall structure was classified in class B according to VdS 2534. This was the first time this classification was achieved with a burglar-resistant drywall.
  • bullet class FB4 NS according to DIN EN 1522 was achieved. All of this was realized by a mechanically very resistant composite with a comparatively light and inexpensive structure (taking into account the purpose of the application).
  • Figure 1 shows a detail of a horizontal section of a wall structure with a first break-through-resistant composite 10 and a second break-through-resistant composite 11.
  • the break-through-resistant composites 10, 11 are each arranged on one side of a support device (substructure) 12.
  • the support device (substructure) 12 comprises first (U-shaped) profile elements 13 and second (U-shaped) profile elements 14.
  • First profile elements 13 and second profile elements 14 are arranged perpendicular to one another.
  • the first break-through-resistant composite is on a first (in Fig. 1 upper) page 15.
  • the second break-through-resistant composite 11 is on a second (in Fig. 1 lower) side 16 of the carrying device (substructure) 12 arranged.
  • first plasterboards 17 are each facing the support device (substructure) 12.
  • One (or more) metal sheets 18 are arranged on each of the plasterboards 17.
  • Second plasterboards 19 are arranged on the metal sheets 18. The second plasterboard 19 point away from the carrying device (substructure) 12 (and are thus arranged on the outside).
  • the first plasterboard 17 are designed as cardboard-encased plasterboard.
  • the second plasterboard 19 are designed as plasterboard. Joints 20 are formed between the second plasterboard 19 of the first penetration-resistant composite 10 and the plasterboard 19 of the second penetration-resistant composite 11. Both the first plasterboard 17 of the first penetration-resistant composite 10 and the first plasterboard 17 of the second penetration-resistant composite 11 and the second plasterboard 19 of the second penetration-resistant composite extend over the joints of the second plasterboard 19 of the first penetration-resistant composite (and vice versa).
  • the first plasterboard 17 are fastened to the supporting device (substructure) 12 via fastening means (connecting means) 21 (e.g. screws). These fastening means (screws) penetrate only the first plasterboard 17 and the supporting device (substructure) 12 (or their first profile elements 13). Further fastening means 22 (screws) penetrate the metal sheet 18 as well as the respectively assigned first plasterboard 17 and the supporting device (substructure) 12 (or their first profile elements 13). Both the metal sheet 18 and the first plasterboard 17 are therefore fastened to the supporting device (substructure) 12 by the fastening means 22. At the same time, the metal sheet 18 covers the fastening means 21. This makes a break-in even more difficult.
  • Both the fastening means 21 and the fastening means 22 are covered by (in each case one, possibly several) second plasterboard 19.
  • the second plasterboard 19 are glued to the respective metal sheet 18 (e.g. using an elastic tile adhesive).
  • the joints 20 are glued using a polyurethane adhesive. Edge surfaces 23 of the second plasterboard 19 are thus glued to one another.
  • Figure 2 shows a second detail of a horizontal section of a wall structure with break-through-resistant composites according to the invention.
  • a corner can be created between two walls.
  • a total of four breakthrough-inhibiting composites namely a first breakthrough-inhibiting composite 210, a second breakthrough-inhibiting composite 211, a third breakthrough-inhibiting composite 212 and a fourth breakthrough-inhibiting composite 213 are provided.
  • the penetration-resistant composites 210, 211, 212 and 213 each comprise (at least) a first plasterboard 17, (at least) one metal sheet 18 and (at least) a second plasterboard 19.
  • First and second penetration-resistant composite 210, 211 cover the sides of a first support device (substructure) 214.
  • Second and third penetration-resistant composite 212, 213 cover the sides of a second support device (substructure) 215.
  • the support device (Substructure) en 214, 215 are like the supporting devices (substructures) 12 in Figure 1 built up.
  • the first penetration-resistant composite 210 covers an end face of the third and fourth penetration-resistant composite 212, 213 as well as the second support device (substructure) 215. Specifically, a second plasterboard 19 of the first penetration-resistant composite 210 covers the end faces of the first and second plasterboard 17, 19 of the metal sheets 18 of the third and fourth breakthrough-resistant composite 212, 213 and the second support device (substructure) arranged between these.
  • the metal sheet 18 and a first plasterboard 17 of the first breakthrough-resistant composite 210 covers the front edges of the plasterboard 17, 19 of the fourth breakthrough-resistant composite 213 and an end edge of the Carrying device (substructure) 215 and an end edge of the first plasterboard 17 of the penetration-resistant composite 212, but not an end edge of the metal sheet 18 and the second plasterboard 19 of the third penetration-resistant composite 212 e gypsum board 19 and the first gypsum board 17 of the first break-through-inhibiting composite 210 have a step-like configuration which is particularly difficult to break through by a break-in or break-out.
  • a first profile element 13 of the first support device (substructure) 214 is connected (screwed) via a fastening means 24 to a first profile element 13 of the second support device (substructure) 215.
  • the fastening means 24 (screw) penetrates the first profile element 13 of the first support device (substructure) 214, the second gypsum board 19 of the fourth break-through-resistant composite 213, the metal sheet 18 of the fourth break-through-resistant composite 213, the first gypsum board 17 of the break-through-resistant composite 213 and the first profile element 13 of the second carrying device (substructure) 215. This also further improves the stability and security against break-ins.
  • each second plasterboard 19 protrudes over the next sheet metal 18 and / or the next first plasterboard 17. This improves the security against break-ins.
  • FIGS. 3 and 4th are excerpts of a horizontal section through a T-connection of two wall segments with breakthrough-resistant according to the invention Allies shown.
  • a first support device (substructure) 315 is covered with a first composite 310 and a second composite 311.
  • An end face 25 of the first support device (substructure) 315 with the break-through-resistant assemblies 310, 311 adjoins a third break-through-resistant assembly 312 and is covered by this.
  • the first penetration-inhibiting composite 310 of the first support device (substructure) 315 in turn borders on the end faces of a fourth penetration-inhibiting composite 313, which covers a second support device (substructure) 316.
  • the second breakthrough-inhibiting composite 311 of the first carrying device (substructure) 315 adjoins a fifth breakthrough-inhibiting composite 314 of a third carrying device (substructure) 317 or its end faces.
  • the unit consisting of the first support device (substructure) 315 and the break-through-inhibiting assemblies 310, 311 is thus immersed in the vertical wall segment, in such a way that a particularly secure construction results that is difficult to break through.
  • FIG 4 an alternative for the implementation of a T-connection is shown. End faces of a first support device (substructure) 414 with associated first and second break-through-resistant composite 410, 411 adjoin a third break-through-resistant composite 412 of a second support device (substructure) 415. On a side of the support device (substructure) 415 facing away from the first support device (substructure) 414, a fourth break-through-resistant composite 413 is provided.
  • This alternative is particularly simple in terms of construction and yet comparatively safe.
  • Figure 5 shows details of a vertical section of a wall structure with breakthrough-resistant composites according to the invention.
  • the support device (substructure) 12 is connected to a ceiling 28 via a fastening means 26 (for example comprising a screw and / or a dowel).
  • the carrying device (substructure) 12 is connected to a floor 29 via a corresponding fastening means 26.
  • a partition cement 27 can be provided in the area of the fastening means 26.
  • a joint 20 of a second plasterboard 19 of the first break-through-resistant composite 50 is covered by a first plasterboard 17 of the second composite 51. This improves the security of the wall structure.
  • a single frame structure is provided on both sides with a two-layer planking made up of one layer of cardboard-coated plasterboard and one layer of gypsum fiber board.
  • a sheet steel insert is provided between the cardboard-covered plasterboard and the plasterboard.
  • the stud frame can be connected to adjacent components all around. Insulation materials can be installed in a wall cavity (if there are sound and heat insulation requirements). Movement joints in a shell can be used in the construction of the safety wall. Movement joints at a distance of (approx.) 15 m may be necessary for continuous walls. Edge profiles on the floor and / or ceiling and on walls can be provided with partition wall putty (with two beads) or a sealing tape on the back. Edge profiles can be attached to flanking components with suitable fasteners.
  • the sheet metal (sheet steel) can be placed horizontally or vertically between the layers of plasterboard as sheets or rolls ( ⁇ 0.5 mm thick). Vertical joints can be arranged on stands. All joints can be staggered without overlapping. The steel sheets can be screwed together with quick-release screws.
  • the gypsum fiber boards can have dimensions of 624 x 600 mm.
  • Board joints can be staggered. In the case of door post profiles, panel joints can be dispensed with. In the case of fire protection requirements, the lower connection joints can be sealed with filler material. If there are sound insulation requirements, an acrylate or a partition putty can be used, for example.
  • the cardboard-covered plasterboard can have a thickness of 12.5 mm, 15 mm, 18 mm or 20 mm; a width of 625 mm or 1,250 mm; a length of 2,000 mm or 2,500 mm or 2,600 mm.
  • the bulk density can be ⁇ 1,000 kg / m 3 .
  • the gypsum fiber board can have a thickness of 28 mm, a width of 600 mm and a length of 624 mm.
  • a gross density can be ⁇ 1,500 kg / m 3 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Pest Control & Pesticides (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Laminated Bodies (AREA)

Claims (14)

  1. Structure composite résistant à la percée(10, 11) constituée de plusieurs couches placées les unes contre les autres, en particulier comme panneau pour une cloison à poteaux, une structure de toit ou de plafond, dans lequel la structure composite comprend au moins une première plaque de plâtre (17), au moins une feuille métallique (18) disposée sur la première plaque de plâtre et au moins une deuxième plaque de plâtre (19) disposée sur la feuille métallique, caractérisée en ce que la première plaque de plâtre (17) est réalisée comme une plaque de plâtre enrobée de carton et la deuxième plaque de plâtre (19) est realisée commeune plaque de plâtre armé de fibres.
  2. Structure composite résistant à la percée selon la revendication 1,
    caractérisée en ce que
    la feuille métallique (18) et au moins une deuxième plaque de plâtre (19) sont collées ensemble.
  3. Structure composite résistant à la percée selon la revendication 1 ou la revendication 2,
    caractérisée en ce
    qu'au moins deux deuxièmes plaques de plâtre disposées côte à côte (19) sont prévues, de préférence dans laquelle les deux deuxièmes plaques de plâtre (19) sont collées ensemble au niveau de leurs surfaces de bord adjacentes.
  4. Structure composite résistant à la percée (10, 11) selon la revendication 1,
    caractérisée en ce que
    la structure composite comprend au moins deux deuxièmes plaques de plâtre disposées côte à côte (19), disposées sur la feuille métallique (18), dans laquelle les au moins deux deuxièmes plaques de plâtre disposées côte à côte (19) sont collées sur la feuille métallique (18) et sont collées ensemble au niveau de leurs surfaces de bord adjacentes.
  5. Structure composite résistant à la percée (10, 11) selon l'une des revendications précédentes,
    caractérisée en ce
    qu'au moins deux premières ou deuxièmes plaques de plâtre (17, 19) forment entre elles un joint de séparation et au moins une deuxième plaque de plâtre (19) s'étend sur le joint de séparation.
  6. Structure composite résistant à la percée (10, 11) selon l'une des revendications précédentes,
    caractérisée en ce
    qu'au moins deux premières ou deuxièmes plaques de plâtre (17, 19) forment entre elles un joint de séparation et au moins une autre deuxième plaque de plâtre (19) s'étend sur le joint de séparation.
  7. Structure composite résistant à la percée (10, 11) selon l'une des revendications précédentes,
    caractérisée en ce que
    au moins une première plaque de plâtre (17) a une densité de préférence ≥ 500 kg/m3, plus préférentiellement ≥ 1 000 kg/m3 et/ou ≤ 2 000 kg/m3, plus préférentiellement ≤ 1 500 kg/m3 et/ou a une épaisseur ≥ 5 mm, de préférence ≥ 10 mm, plus préférentiellement (environ) 12,5 mm et/ou ≤ 40 mm, de préférence ≤ 30 mm, plus préférentiellement ≤ 20 mm.
  8. Structure composite résistant à la percée (10, 11) selon l'une des revendications précédentes,
    caractérisée en ce que
    au moins une deuxième plaque de plâtre (19) a une densité ≥ 800 kg/m3, de préférence ≥ 1 500 kg/m3 et/ou ≤ 3 000 kg/m3, de préférence ≤ 2 000 kg/m3 et/ou a une épaisseur ≥ 20 mm, de préférence ≥ 28 mm et/ou ≤ 50 mm, de préférence ≤ 40 mm.
  9. Structure composite résistant à la percée (10, 11) selon l'une des revendications précédentes,
    caractérisée en ce que
    au moins une deuxième plaque de plâtre (19) a une densité et/ou une épaisseur plus élevée que ladite au moins une première plaque de plâtre (17).
  10. Structure composite résistant à la percée (10, 11) selon l'une des revendications précédentes,
    caractérisée en ce que
    la feuille métallique (18) est une feuille d'acier, en particulier galvanisée, et/ou a une épaisseur ≥ 0,3 mm, de préférence ≥ 0,5 mm et/ou ≤ 1 mm, de préférence ≤ 0,8 mm.
  11. Structure composite résistant à la percée (10, 11) selon l'une des revendications précédentes,
    caractérisée en ce
    qu'une colle pour coller au moins une deuxième plaque de plâtre (19) avec au moins une feuille métallique (18) est une colle élastique et/ou
    une colle pour coller les surfaces de contact adjacentes de deux deuxièmes plaques de plâtre (19) est une colle à joints, en particulier à base de polyuréthane.
  12. Construction de cloison à poteaux, d'une structure de toit ou de plafond, comprenant au moins un moyen de support (12), en particulier au moins un élément profilé (13, 14), dans laquelle au moins une structure composite résistant à la percée (10, 11) selon l'une des revendications précédentes est disposée sur un premier côté du moyen de support (12), selon au moins une première plaque de plâtre (17) de la structure composite résistant à la percée (10, 11) est tournée vers le moyen de support (12).
  13. Construction de cloison à poteaux, d'une structure de toit ou de plafond selon la revendication 12,
    caractérisée en ce
    qu'au moins une autre structure composite résistant à la percée (10, 11) selon l'une des revendications 1 à 11 est disposée sur un deuxième côté du moyen de support (12), selon au moins une première plaque de plâtre (17) de l'au moins une autre structure composite résistant à la percée (10, 11) est tournée vers le moyen de support (12).
  14. Utilisation d'une structure composite résistant à la percée (10, 11) selon l'une des revendications 1 à 11 et/ou d'une construction de cloison à poteaux, une structure de toit ou de plafond selon les revendications 12 ou 13 pour ou comme une protection contre l'intrusion et/ou l'évasion d'une personne.
EP13782717.6A 2013-10-24 2013-10-24 Composite anti-effraction et structure de mur porteur, de toit ou de plafond Active EP3060725B1 (fr)

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PCT/EP2013/072275 WO2015058800A1 (fr) 2013-10-24 2013-10-24 Composite anti-effraction et structure de mur porteur, de toit ou de plafond

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EP3060725B1 true EP3060725B1 (fr) 2021-12-15

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MX (1) MX2016005140A (fr)
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CA2927647A1 (fr) 2015-04-30
EP3060725A1 (fr) 2016-08-31
US20160258176A1 (en) 2016-09-08
MX2016005140A (es) 2016-11-30
WO2015058800A1 (fr) 2015-04-30
US10132097B2 (en) 2018-11-20
RU2645696C2 (ru) 2018-02-27
RU2016120139A (ru) 2017-11-27

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