EP3060725A1 - Breakage-resistant composite material and stud wall, roof or ceiling structure - Google Patents

Breakage-resistant composite material and stud wall, roof or ceiling structure

Info

Publication number
EP3060725A1
EP3060725A1 EP13782717.6A EP13782717A EP3060725A1 EP 3060725 A1 EP3060725 A1 EP 3060725A1 EP 13782717 A EP13782717 A EP 13782717A EP 3060725 A1 EP3060725 A1 EP 3060725A1
Authority
EP
European Patent Office
Prior art keywords
composite
gypsum board
gypsum
breakthrough
inhibiting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP13782717.6A
Other languages
German (de)
French (fr)
Other versions
EP3060725B1 (en
Inventor
Dominik Herfurth
Michael VIEBAHN
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
Application filed by Knauf Gips KG filed Critical Knauf Gips KG
Publication of EP3060725A1 publication Critical patent/EP3060725A1/en
Application granted granted Critical
Publication of EP3060725B1 publication Critical patent/EP3060725B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04H9/16—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
    • 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
    • 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
    • E04B2/56—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 breakthrough-inhibiting composite according to claim 1, a stud wall, roof or ceiling construction according to claim 11 and a use of a break-through resistant composite and / or a stud wall, roof or ceiling construction according to claim 13.
  • a breakdown-resistant composite is known for example from DE 10 2008 045 560 AI.
  • 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 to be secured so that an entrance or outbreak of one or more people in or out of the room Possibility prevented, in any case, should be inhibited.
  • Such a breakdown-inhibiting composite may appear to be particularly useful for dividing cells in correctional facilities, but also in the interior of other buildings (such as a bank) in order to prevent or inhibit a deliberate breach of one or more people as far as possible.
  • the DE 10 2008 045 560 AI proposes a formation of a composite of several layers, which are interconnected via composite means. Specifically, in the area between the mounting points spaced from each other a plurality of first composite means, in particular screws, provided between a first non-metal layer and a second metal layer are effective for forming a first sub-assembly and covered by an outer non-metal layer or layer. Nails, rivets, clamps or crimp elements are also mentioned as alternatives for a screw connection. A bond between two adjacent layers is mentioned. Overall, it is perceived as problematic that a breakthrough by the composite of DE 10 2008 045 560 AI is still relatively easy.
  • a breakdown-inhibiting composite of several juxtaposed layers in particular as planking a St Swand-, roof or ceiling construction, the composite at least one designed as a cartonboard gypsum board first gypsum board, at least one arranged on the first gypsum board and metal sheet
  • gypsum board is to be used as a generic term for "cardboard-coated gypsum board” and "gypsum fiber board”.
  • a key consideration of the present invention is to propose a structure having a carton clad gypsum board, a metal sheet and a gypsum fiberboard.
  • the gypsum fiberboard represents a first (difficult to take) hurdle for the incoming or outbreaking person. This first hurdle can be particularly effectively connected to the metal sheet.
  • the metal sheet represents a second hurdle. Should the person breaking in or out take this hurdle, the cardboard-clad gypsum board would still have to be broken. Due to the special arrangement gypsum fiberboard-sheet metal carton clad gypsum board while a comparatively lightweight composite is realized, which is particularly difficult to break. It works the
  • Gypsum fiber board as (in comparison to cardboard coated gypsum board) heavy protective plate, which can be penetrated by bonding with the metal sheet and the carton clad gypsum board particularly difficult.
  • metal sheet and second gypsum board are glued together.
  • the bonding can in particular be made over the entire surface.
  • a punctiform or strip-like bonding is realized.
  • an extremely stable bond is achieved by the bonding, wherein at the same time the metal sheet is used as an adhesion-promoting layer.
  • glue the first gypsum board to the metal sheet (over the entire surface or only in sections, such as at points or in strips).
  • the first gypsum board can also be connected to the metal plate via other connecting means (eg screws, nails and / or rivets).
  • At least two second (juxtaposed) gypsum boards are provided.
  • the at least two second gypsum boards are glued together at their adjacent edge surfaces. This further improves the stability of the composite. Overall, a difficult to penetrate composite system can be realized.
  • a breakdown-inhibiting composite in particular of the type described above, of a plurality of juxtaposed layers, in particular as a planking of a stud wall, roof or ceiling construction, wherein the composite comprises at least one, in particular designed as a cardboard-clad gypsum board, first Gypsum board, at least one arranged on the first gypsum board and at least two juxtaposed, arranged on the metal plate, in particular formed as gypsum fiber board, second gypsum boards, wherein the at least two juxtaposed, second gypsum boards are glued to the metal sheet and at their adjacent edge surfaces with each other are glued.
  • 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 gypsum boards form a parting line between them and at least one first gypsum board extends over the parting line.
  • an opening of the overall composite is made more difficult, for example when the person breaking in or out of the room successfully attaches a tool to the parting line.
  • the at least one first gypsum board may have an impregnated gypsum core. Furthermore (alternatively or additionally), the at least one first gypsum board may have a density (bulk density) of> 500 kg / m 3 , in particular> 1000 kg / m 3 . Maximum limits may be (alternatively or additionally) 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 gypsum board may have a density (bulk density) of preferably> 800 kg / m 3 , more preferably 1,500 kg / m 3 .
  • a maximum limit may be, for example, ⁇ 3,000 kg / m 3 , more preferably ⁇ 2,000 kg / m 3 .
  • the thickness of the second gypsum board may preferably be> 20 mm, more preferably> 28 mm and / or ⁇ 50 mm, preferably ⁇ 40 mm.
  • a density (bulk density) of the at least one second gypsum board is preferably higher than a density (bulk density) of the at least one first gypsum board.
  • the density (bulk density) of the at least one second gypsum board may 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 gypsum board.
  • the thickness of the at least one second gypsum board may be greater than the thickness of the at least one first gypsum board.
  • the thickness of the at least one second gypsum board may be at least 1.2 times, preferably at least 1.5 times, more preferably at least 2 times as large as a thickness of the at least one first gypsum board.
  • the metal sheet can be a (in particular galvanized) steel sheet.
  • the metal sheet may have a thickness of> 0.3 mm, preferably> 0.5 mm and / or ⁇ 1 mm, preferably ⁇ 0.8 mm.
  • the metal sheet is thinner than the at least one first gypsum board and / or the at least second gypsum board. Further 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 gypsum board and / or the second gypsum board. It is therefore deliberately proposed a comparatively thin metal sheet.
  • the stabilizing properties of such a thin metal sheet and in particular its property to act as a primer for the at least one second gypsum board are exploited in a synergistic way, without significantly increasing the overall weight.
  • the adhesive for bonding at least one second gypsum board to the at least one metal sheet can be an elastic adhesive (in particular a flexible tile adhesive).
  • an adhesive for bonding adjacent contact surfaces of two second gypsum boards may be a joint adhesive, in particular based on polyurethane. With such a joint adhesive, the second gypsum boards can be particularly stably attached to each other, so that an overall almost monolithic composite is achieved.
  • a St for example, a St.wand-, roof or ceiling construction
  • at least one support device substructure
  • at least one profile element such as
  • Breakthrough-resistant composite according to one of the preceding claims on a first side of the support device (substructure) is arranged, wherein the at least one first gypsum board of the break-through-resistant composite of the support device (substructure) faces.
  • Plasterboard acts as a protective plate, the more difficult to
  • At least one further breakdown-inhibiting composite of the type described above is on a second side of the carrying device
  • (Substructure) is arranged, wherein (preferably) at least one first gypsum board of the at least one further breakthrough-resistant composite of the support device (substructure) faces.
  • the present invention enables a highly reliable burglar-resistant wall structure.
  • burglar-resistant wall construction was classified in Class B according to VdS 2534. This was the first time with a burglar-resistant
  • FIG. 1 shows a first section of a horizontal section of a
  • Wall structure with the composite according to the invention shows a third section of a horizontal section of a
  • Figure 5 shows three sections of a vertical section of a wall structure with the composite according to the invention.
  • FIG. 1 shows a detail of a horizontal section of a wall structure with a first break-through-inhibiting composite 10 and a second break-through-inhibiting composite 11.
  • the break-through-inhibiting composites 10, 11 are each arranged on one side of a supporting device (substructure) 12.
  • the supporting device (substructure) 12 comprises first (U-shaped)
  • Profile elements 13 and second profile elements 14 are arranged perpendicular to each other.
  • the first break-through resistant composite is arranged on a first (in FIG. 1 upper) side 15.
  • the second break-through resistant composite 11 is on a second (in Fig. 1 lower) side 16 of the support device
  • the first gypsum boards 17 are designed as cardboard-coated gypsum boards.
  • the second gypsum plates 19 are formed as gypsum fiber boards. Between the second gypsum plates 19 of the first breakthrough-inhibiting composite 10 and the gypsum plates 19 of the second breakthrough-inhibiting composite 11 joints 20 are formed in each case.
  • Both the first gypsum boards 17 of the first break-through-resistant composite 10 and the first gypsum boards 17 of the second break-through-resistant composite 11 as well as the second gypsum boards 19 of the second break-resistant composite extend over the joints of the second gypsum boards 19 of the first break-through resistant composite (and vice versa).
  • the first gypsum boards 17 are attached to the supporting structure (substructure) 12 by fastening means (connecting means) 21 (e.g., screws). These fasteners (screws) penetrate only the first gypsum boards 17 and the support device (substructure) 12 (or their first profile elements 13). Further fastening means 22 (screws) penetrate the metal sheet 18 and the respectively associated first gypsum board 17 and the carrying device (substructure) 12 (or its first profile elements 13).
  • Fixing means 22 are therefore both the metal sheet 18 and the first gypsum boards 17 attached to the support means (substructure) 12. At the same time, the metal sheet 18 covers the fastening means 21. This further impedes burglary.
  • Both the fastening means 21 and the fastening means 22 are covered by (one, possibly several) second gypsum boards 19.
  • the second gypsum boards 19 are adhesively bonded to the respective metal sheet 18 (eg via an elastic tile adhesive).
  • the joints 20 are glued over a polyurethane adhesive.
  • edge surfaces 23 of the second gypsum plates 19 are glued together.
  • Figure 2 shows a second section of a horizontal section of a wall structure with breakthrough-inhibiting composites according to the invention.
  • a total of four breakthrough-inhibiting composites namely a first break-through resistant composite 210, a second break-through resistant composite 211, a third break-through resistant composite 212 and a fourth break-through resistant composite 213 are provided.
  • the breakthrough-inhibiting composites 210, 211, 212 and 213 each comprise (at least) a first gypsum board 17, (at least) one metal sheet 18 and (at least) one second gypsum board 19.
  • First and second break-through resistant composites 210, 211 cover the sides of a first support structure (substructure) 214.
  • Second and third break-through resistant bonds 212, 213 cover the sides of a second support (substructure) 215.
  • the support means (Substructure) s 214, 215 are like the carrying devices
  • the first break-through-inhibiting composite 210 covers one end face of the third and fourth break-through-inhibiting composite 212, 213 as well as the second supporting device (substructure) 215. Concretely, a second covers
  • Gypsum board 19 of the first break-through-resistant composite 210 end faces of the first and second gypsum boards 17, 19 of the metal sheets 18 of the third and fourth break-through-resistant composite 212, 213 and between them
  • the metal plate 18 and a first gypsum board 17 of the first break-through-resistant composite 210 covers the end edges of the gypsum boards 17, 19 of the fourth
  • the second gypsum board 19 and the first gypsum board 17 of the first breakthrough-inhibiting composite 210 form a step-like configuration, which can be broken particularly hard by an incursion or breakout.
  • a first profile element 13 of the first support device (substructure) 214 is connected (screwed) via a fastening means 24 with a first profile element 13 of the second support device (substructure) 215.
  • the fastener 24 (screw) penetrates the first
  • a respective second gypsum board 19 has a projection with respect to the next metal sheet 18 and / or the next first gypsum board 17. This improves the burglary resistance.
  • FIGS. 3 and 4 sections of a horizontal section through a T-connection of two wall segments with breakthrough barriers according to the invention are shown. represented alliances.
  • 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
  • first support means (substructure) 315 and the break-through resistant assemblies 310, 311 is thus in the vertical
  • FIG. 4 shows an alternative for the realization of a T-connection. End faces of a first support means (substructure) 414 with
  • first and second break-through resistant composites 410, 411 adjoin a third break-through resistant composite 412 of a second support (substructure) 415.
  • first and second break-through resistant composites 410, 411 adjoin a third break-through resistant composite 412 of a second support (substructure) 415.
  • Carrying device (substructure) 415, a fourth breakthrough-inhibiting composite 413 is provided.
  • This alternative is structurally particularly simple and yet relatively safe.
  • FIG. 5 shows sections of a vertical section of a wall structure with breakthrough-inhibiting composites according to the invention.
  • the support means (substructure) 12 is connected via a fastening means 26 (for example comprising a screw and / or a dowel) with a ceiling 28. Furthermore, the support means (substructure) 12 via a fastening means 26 (for example comprising a screw and / or a dowel) with a ceiling 28. Furthermore, the support means (substructure) 12 via a fastening means 26 (for example comprising a screw and / or a dowel) with a ceiling 28. Furthermore, the support means (substructure) 12 via a fastening means 26 (for example comprising a screw and / or a dowel) with a ceiling 28. Furthermore, the support means (substructure) 12 via a fastening means 26 (for example comprising a screw and / or a dowel) with a ceiling 28. Furthermore, the support means (substructure) 12 via a fastening means 26 (
  • a partition wall putty 27 may be provided in the region of the fastening means 26 in the region of the fastening means 26, a partition wall putty 27 may be provided.
  • a joint 20 of a second gypsum board 19 of the first break-through-resistant composite 50 is covered by a first gypsum board 19 of the second bond 51. This improves the safety of the wall structure.
  • FIGS. 1 to 5 The basic construction of a wall or wall system according to FIGS. 1 to 5 is as follows:
  • a single stand is provided on both sides with a two-ply planking of a layer of cardboard-coated gypsum board and a layer of gypsum fiberboard.
  • the framework can be circumferentially connected to adjacent components.
  • insulation materials for sound and heat protection requirements
  • Movement joints of a shell can be taken over in the construction of the safety wall.
  • Continuous walls may require expansion joints at a distance of (approx.) 15 m.
  • Edge profiles on the floor and / or ceilings and on walls can be provided on the back with separating wall putty (with two beads) or a sealing strip.
  • Edge profiles can be flanked with suitable fasteners
  • the sheet metal (sheet steel) can be arranged as a plate or roll goods (> 0.5 mm thick) horizontally or vertically between the gypsum board layers. Vertical bumps can be placed on stands. All impacts can be staggered without overlapping. A screwing of the steel sheets can be done with quick screws.
  • the gypsum fiber boards can have a dimension of 624 x 600 mm. Plate joints can be staggered. For door frame profiles can be dispensed with panel joints. For fire protection requirements, lower connection joints can be closed with putty material. For sound insulation requirements, for example, an acrylate or Trennwandkitt can be used.
  • the carton-clad gypsum board may 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 may have a thickness of 28 mm, a width of 600 mm and a length of 624 mm.
  • a bulk 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)

Abstract

The present invention relates to a breakage-resistant composite material (10, 11) composed of multiple superposed layers, more particularly as panelling for a stud wall, roof or ceiling structure, the composite material comprising at least one first gypsum board panel (17) in the form of a paperbound gypsum board panel, at least one metal sheet (18) placed on the first gypsum board panel, and at least one second gypsum board panel (19), in the form of a gypsum fibreboard panel, placed on the metal sheet.

Description

Durchbruchhemmender Verbund sowie Ständerwand-, Dach- Deckenkonstruktion  Breakthrough-resistant composite as well as stud wall, roof and ceiling construction
Beschreibung description
Die Erfindung betrifft einen durchbruchhemmenden Verbund nach Anspruch 1, eine Ständerwand-, Dach- oder Deckenkonstruktion nach Anspruch 11 sowie eine Verwendung eines durchbruchhemmenden Verbundes und/oder einer Ständerwand-, Dach- oder Deckenkonstruktion nach Anspruch 13. The invention relates to a breakthrough-inhibiting composite according to claim 1, a stud wall, roof or ceiling construction according to claim 11 and a use of a break-through resistant composite and / or a stud wall, roof or ceiling construction according to claim 13.
Ein durchbruchhemmender Verbund ist beispielsweise aus der DE 10 2008 045 560 AI bekannt. Ein durchbruchhemmender Verbund zur Beplankung einer Ständerwand, Dach- oder Deckenkonstruktion kann insbesondere dort sinnvoll sein, wo einzelne Teile eines Raums oder ein gesamter Raum dahingehend abgesichert werden soll, dass ein Ein- bzw. Ausbruch einer oder mehrerer Personen in oder aus dem Raum heraus nach Möglichkeit verhindert, jedenfalls gehemmt werden soll . Ein derartiger durchbruchhemmender Verbund kann insbesondere zur Aufteilung von Zellen in Vollzugsanstalten, aber auch beim Innenausbau anderer Gebäude (wie beispielsweise einer Bank) zweckmäßig erscheinen, um einen vorsätzlichen Durchbruch einer oder mehrerer Personen nach Möglichkeit zu verhindern bzw. zu hemmen. A breakdown-resistant composite is known for example from DE 10 2008 045 560 AI. 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 to be secured so that an entrance or outbreak of one or more people in or out of the room Possibility prevented, in any case, should be inhibited. Such a breakdown-inhibiting composite may appear to be particularly useful for dividing cells in correctional facilities, but also in the interior of other buildings (such as a bank) in order to prevent or inhibit a deliberate breach of one or more people as far as possible.
Die DE 10 2008 045 560 AI schlägt eine Ausbildung eines Verbundes aus mehreren Schichten vor, die über Verbundmittel miteinander verbunden sind. Konkret ist im Bereich zwischen den Montagepunkten zueinander beabstandet eine Mehrzahl erster Verbundmittel, insbesondere Schrauben, vorgesehen, die zwischen einer ersten Nicht-Metall-Lage und einer zweiten Metall-Lage zur Ausbildung eines ersten Unterverbundes wirksam und von einer außenliegenden Nicht-Metall-Lage oder Metall-Lage überdeckt sind. Als Alternativen für eine Verschraubung werden noch Nägel, Nieten, Klammern oder Crimp-Elemente angesprochen. Auch eine Verklebung zwischen zwei benachbarten Lagen wird erwähnt. Insgesamt wird als problematisch empfunden, dass ein Durchbruch durch den Verbund der DE 10 2008 045 560 AI noch vergleichsweise einfach möglich ist. The DE 10 2008 045 560 AI proposes a formation of a composite of several layers, which are interconnected via composite means. Specifically, in the area between the mounting points spaced from each other a plurality of first composite means, in particular screws, provided between a first non-metal layer and a second metal layer are effective for forming a first sub-assembly and covered by an outer non-metal layer or layer. Nails, rivets, clamps or crimp elements are also mentioned as alternatives for a screw connection. A bond between two adjacent layers is mentioned. Overall, it is perceived as problematic that a breakthrough by the composite of DE 10 2008 045 560 AI is still relatively easy.
Es ist Aufgabe der vorliegenden Erfindung, einen durchbruchhemmenden Verbund vorzuschlagen, mit dem der vorsätzliche Durchbruch einer oder mehrerer Personen weiter erschwert wird. Weiterhin soll eine entsprechende Ständerwand-, Dach- oder Deckenkonstruktion vorgeschlagen werden. It is an object of the present invention to propose a breakthrough-inhibiting composite which further complicates the intentional breakthrough of one or more persons. Furthermore, a corresponding Ständerwand-, roof or ceiling construction to be proposed.
Diese Aufgabe wird insbesondere gelöst durch einen durchbruchhemmenden Verbund aus mehreren aneinandergesetzten Lagen, insbesondere als Beplankung einer Ständerwand-, Dach- oder Deckenkonstruktion, wobei der Verbund mindestens eine als kartonummantelte Gipsplatte ausgebildete erste Gipsplatte, mindestens ein auf der ersten Gipsplatte angeordnetes Metallblech und This object is achieved in particular by a breakdown-inhibiting composite of several juxtaposed layers, in particular as planking a Ständerwand-, roof or ceiling construction, the composite at least one designed as a cartonboard gypsum board first gypsum board, at least one arranged on the first gypsum board and metal sheet
mindestens ein auf dem Metallblech angeordnete, als Gipsfaserplatte ausgebildete zweite Gipsplatte umfasst. Hier und im Folgenden soll der Begriff „Gipsplatte" als Oberbegriff für„kartonummantelte Gipsplatte" und„Gipsfaserplatte" verwendet werden. at least one arranged on the metal sheet, designed as a gypsum fiber plate second gypsum board comprises. Here and below, the term "gypsum board" is to be used as a generic term for "cardboard-coated gypsum board" and "gypsum fiber board".
Eine Kernüberlegung der vorliegenden Erfindung besteht darin, einen Aufbau vorzuschlagen mit einer kartonummantelte Gipsplatte, einem Metallblech und einer Gipsfaserplatte. Dabei stellt die Gipsfaserplatte eine erste (nur schwer zu nehmende) Hürde für die ein- bzw. ausbrechende Person dar. Diese erste Hürde kann besonders effektiv mit dem Metallblech verbunden werden. Das Metallblech stellt eine zweite Hürde dar. Sollte die ein- bzw. ausbrechende Person auch diese Hürde noch nehmen, wäre immer noch die kartonummantelte Gipsplatte zu durchbrechen. Durch die spezielle Anordnung Gipsfaserplatte-Metallblech- kartonummantelte Gipsplatte wird dabei ein vergleichsweise leichter Verbund realisiert, der besonders schwer zu durchbrechen ist. Dabei wirkt die A key consideration of the present invention is to propose a structure having a carton clad gypsum board, a metal sheet and a gypsum fiberboard. In this case, the gypsum fiberboard represents a first (difficult to take) hurdle for the incoming or outbreaking person. This first hurdle can be particularly effectively connected to the metal sheet. The metal sheet represents a second hurdle. Should the person breaking in or out take this hurdle, the cardboard-clad gypsum board would still have to be broken. Due to the special arrangement gypsum fiberboard-sheet metal carton clad gypsum board while a comparatively lightweight composite is realized, which is particularly difficult to break. It works the
Gipsfaserplatte als (im Vergleich zur kartonummantelten Gipsplatte) schwere Schutzplatte, die durch Verbund mit dem Metallblech und die kartonummantelte Gipsplatte besonders schwer durchdrungen werden kann. Vorzugsweise sind Metallblech und zweite Gipsplatte miteinander verklebt. Die Verklebung kann insbesondere vollflächig erfolgen. Es ist jedoch alternativ denkbar, dass eine punktförmige oder streifenförmige Verklebung realisiert wird. In jedem Fall wird durch die Verklebung ein äußerst stabiler Verbund erreicht, wobei gleichzeitig das Metallblech als haftvermittelnde Lage ausgenutzt wird. Es ist denkbar (alternativ oder zusätzlich), die erste Gipsplatte mit dem Metallblech zu verkleben (vollflächig oder nur abschnittsweise, wie punktuell oder streifenförmig). Die erste Gipsplatte kann jedoch auch über andere Verbindungsmittel (z. B. Schrauben, Nägel und/oder Nieten) mit der Metallplatte verbunden sein. Gypsum fiber board as (in comparison to cardboard coated gypsum board) heavy protective plate, which can be penetrated by bonding with the metal sheet and the carton clad gypsum board particularly difficult. Preferably, metal sheet and second gypsum board are glued together. The bonding can in particular be made over the entire surface. However, it is alternatively conceivable that a punctiform or strip-like bonding is realized. In any case, an extremely stable bond is achieved by the bonding, wherein at the same time the metal sheet is used as an adhesion-promoting layer. It is conceivable (alternatively or additionally) to glue the first gypsum board to the metal sheet (over the entire surface or only in sections, such as at points or in strips). However, the first gypsum board can also be connected to the metal plate via other connecting means (eg screws, nails and / or rivets).
Gemäß einer Weiterbildung sind mindestens zwei zweite (nebeneinander angeordnete) Gipsplatten vorgesehen. Vorzugsweise sind die mindestens zwei zweiten Gipsplatten miteinander an ihren benachbarten Randflächen verklebt. Dadurch wird die Stabilität des Verbundes weiter verbessert. Insgesamt kann ein nur schwer durchdringbares Verbundsystem realisiert werden. According to a development, at least two second (juxtaposed) gypsum boards are provided. Preferably, the at least two second gypsum boards are glued together at their adjacent edge surfaces. This further improves the stability of the composite. Overall, a difficult to penetrate composite system can be realized.
Die oben genannte Aufgabe wird weiterhin gelöst durch einen durchbruchhem- menden Verbund, insbesondere der oben beschriebenen Art, aus mehreren aneinandergesetzten Lagen, insbesondere als Beplankung einer Ständerwand-, Dach- oder Deckenkonstruktion, wobei der Verbund mindestens eine, insbesondere als kartonummantelte Gipsplatte ausgebildete, erste Gipsplatte, mindestens ein auf der ersten Gipsplatte angeordnetes Metallblech und mindestens zwei nebeneinander angeordnete, auf dem Metallblech angeordnete, insbesondere als Gipsfaserplatte ausgebildete, zweite Gipsplatten umfasst, wobei die mindestens zwei nebeneinander angeordneten, zweiten Gipsplatten auf das Metallblech aufgeklebt sind und an ihren benachbarten Kantenflächen miteinander verklebt sind. Durch die Verklebung der zweiten Gipsplatten mit der Metallplatte einerseits und mit einer jeweils benachbarten zweiten Gipsplatte andererseits wird ein äußerst stabiler Verbund erreicht, der praktisch keine Ansatzpunkte für einen Durchbruch aufweist. The above-mentioned object is further achieved by a breakdown-inhibiting composite, in particular of the type described above, of a plurality of juxtaposed layers, in particular as a planking of a stud wall, roof or ceiling construction, wherein the composite comprises at least one, in particular designed as a cardboard-clad gypsum board, first Gypsum board, at least one arranged on the first gypsum board and at least two juxtaposed, arranged on the metal plate, in particular formed as gypsum fiber board, second gypsum boards, wherein the at least two juxtaposed, second gypsum boards are glued to the metal sheet and at their adjacent edge surfaces with each other are glued. By bonding the second gypsum boards with the metal plate on the one hand and with a respective adjacent second gypsum board on the other hand, an extremely stable composite is achieved, which has virtually no starting points for a breakthrough.
In einer konkreten Ausführungsform kann vorgesehen sein, dass mindestens zwei erste oder zweite Gipsplatten zwischen sich eine Trennfuge ausbilden und mindestens eine zweite Gipsplatte sich über die Trennfuge erstreckt. Alternativ oder zusätzlich kann vorgesehen sein, dass mindestens zwei erste oder zweite Gipsplatten zwischen sich eine Trennfuge ausbilden und mindestens eine erste Gipsplatte sich über die Trennfuge erstreckt. Ein allgemeiner Gedanke besteht also darin, dass ggf. vorhandene Trennfugen versetzt angeordnet werden. In a specific embodiment it can be provided that 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. Alternatively or additionally, it can be provided that at least two first or second gypsum boards form a parting line between them and at least one first gypsum board extends over the parting line. A general thought exists So in that possibly existing joints are arranged offset.
Dadurch wird eine Durchbrechung des Gesamt-Verbundes weiter erschwert, beispielsweise wenn die ein- oder ausbrechende Person ein Werkzeug an der Trennfuge erfolgreich ansetzt. As a result, an opening of the overall composite is made more difficult, for example when the person breaking in or out of the room successfully attaches a tool to the parting line.
Die mindestens eine erste Gipsplatte kann einen imprägnierten Gipskern aufwiesen. Weiterhin (alternativ oder zusätzlich) kann die mindestens eine erste Gipsplatte eine Dichte (Rohdichte) von > 500 kg/m3, insbesondere > 1.000 kg/m3 aufweisen. Höchstgrenzen können (alternativ oder zusätzlich) 2.000 kg/m3, insbesondere 1.500 kg/m3 sein. Die Dicke ist (alternativ oder zusätzlich) vorzugsweise > 5 mm, weiter vorzugsweise > 10 mm, noch weiter vorzugsweise (etwa) gleich 12,5 mm und/oder < 40 mm, vorzugsweise < 30 mm, noch weiter vorzugsweise < 20 mm. Die mindestens eine zweite Gipsplatte kann eine Dichte (Rohdichte) von vorzugsweise > 800 kg/m3, weiter vorzugsweise 1.500 kg/m3 aufweisen. Eine Höchstgrenze kann beispielsweise < 3.000 kg/m3, weiter vorzugsweise < 2.000 kg/m3 betragen. Die Dicke der zweiten Gipsplatte kann vorzugsweise > 20 mm, noch weiter vorzugsweise > 28 mm betragen und/oder < 50 mm, vorzugsweise < 40 mm betragen. The at least one first gypsum board may have an impregnated gypsum core. Furthermore (alternatively or additionally), the at least one first gypsum board may have a density (bulk density) of> 500 kg / m 3 , in particular> 1000 kg / m 3 . Maximum limits may be (alternatively or additionally) 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 gypsum board may have a density (bulk density) of preferably> 800 kg / m 3 , more preferably 1,500 kg / m 3 . A maximum limit may be, for example, <3,000 kg / m 3 , more preferably <2,000 kg / m 3 . The thickness of the second gypsum board may preferably be> 20 mm, more preferably> 28 mm and / or <50 mm, preferably <40 mm.
Eine Dichte (Rohdichte) der mindestens einen zweiten Gipsplatte ist vorzugsweise höher als eine Dichte (Rohdichte) der mindestens einen ersten Gipsplatte. Die Dichte (Rohdichte) der mindestens einen zweiten Gipsplatte kann beispielsweise mindestens 1,2-, vorzugsweise mindestens 1,5-, noch weiter vorzugsweise mindestens 1,8-mal so groß sein, wie die Dichte der mindestens einen ersten Gipsplatte. Die Dicke der mindestens einen zweiten Gipsplatte kann größer sein als die Dicke der mindestens einen ersten Gipsplatte. Insbesondere kann die Dicke der mindestens einen zweiten Gipsplatte mindestens 1,2-mal, vorzugsweise mindestens 1,5-mal, noch weiter vorzugsweise mindestens 2-mal so groß sein wie eine Dicke der mindestens einen ersten Gipsplatte. Durch eine derartige A density (bulk density) of the at least one second gypsum board is preferably higher than a density (bulk density) of the at least one first gypsum board. The density (bulk density) of the at least one second gypsum board may 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 gypsum board. The thickness of the at least one second gypsum board may be greater than the thickness of the at least one first gypsum board. In particular, the thickness of the at least one second gypsum board may be at least 1.2 times, preferably at least 1.5 times, more preferably at least 2 times as large as a thickness of the at least one first gypsum board. By such
Dimensionierung der ersten bzw. zweiten Gipsplatten wird erreicht, dass die zweite Gipsplatte als (vergleichsweise schwere) Schutzplatte wirkt, die durch die per se schon schwer durchdringbare Metallschicht sowie die kartonummantelte Gipsplatte weiter abgestützt wird. Ein Durchbruch wird dadurch einerseits erschwert. Andererseits ist der Gesamtverbund jedoch (den Anwendungszweck berücksichtigend) vergleichsweise leicht. Das Metallblech kann ein (insbesondere verzinktes) Stahlblech sein. Alternativ oder zusätzlich kann das Metallblech eine Dicke von > 0,3 mm, vorzugsweise > 0,5 mm und/oder < 1 mm, vorzugsweise < 0,8 mm aufweisen. Vorzugsweise ist das Metallblech dünner als die mindestens eine erste Gipsplatte und/oder die mindestens zweite Gipsplatte. Weiter vorzugsweise ist das Metallblech mindestens um den Faktor 4, weiter vorzugsweise mindestens 10, noch weiter vorzugsweise mindestens 25, dünner als die erste Gipsplatte und/oder die zweite Gipsplatte. Es wird also ganz bewusst ein vergleichsweise dünnes Metallblech vorgeschlagen. Die stabilisierenden Eigenschaften eines derartigen dünnen Metallblechs und insbesondere seine Eigenschaft als Haftgrund für die mindestens eine zweite Gipsplatte zu fungieren werden dabei auf synergistische Weise ausgenutzt, ohne dass sich das Gesamtgewicht erheblich erhöht. Dimensioning of the first and second gypsum boards is achieved that the second gypsum board acts as a (relatively heavy) protective plate, which is further supported by the per se already difficult to penetrate metal layer and the carton clad gypsum board. A breakthrough is made more difficult on the one hand. On the other hand, however, the overall composite is comparatively easy (considering the application purpose). The metal sheet can be a (in particular galvanized) steel sheet. Alternatively or additionally, the metal sheet may have a thickness of> 0.3 mm, preferably> 0.5 mm and / or <1 mm, preferably <0.8 mm. Preferably, the metal sheet is thinner than the at least one first gypsum board and / or the at least second gypsum board. Further 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 gypsum board and / or the second gypsum board. It is therefore deliberately proposed a comparatively thin metal sheet. The stabilizing properties of such a thin metal sheet and in particular its property to act as a primer for the at least one second gypsum board are exploited in a synergistic way, without significantly increasing the overall weight.
Bei dem Kleber zum Verkleben von mindestens einer zweiten Gipsplatte mit dem mindestens einen Metallblech kann es sich um einen elastischen Kleber (insbesondere einen elastischen Fliesenkleber) handeln. Dadurch wird ein zuverlässig haltender und schwer durchdringbarer Verbund geschaffen. Alternativ und zusätzlich kann ein Kleber zum Verkleben benachbarter Kontaktflächen zweier zweiter Gipsplatten ein Fugenkleber sein, insbesondere auf Basis von Polyurethan. Mit einem derartigen Fugenkleber können die zweiten Gipsplatten besonders stabil aneinander befestigt werden, so dass insgesamt ein beinahe monolithischer Gesamt- Verbund erreicht wird. The adhesive for bonding at least one second gypsum board to the at least one metal sheet can be an elastic adhesive (in particular a flexible tile adhesive). As a result, a reliable holding and difficult to penetrate composite is created. Alternatively and additionally, an adhesive for bonding adjacent contact surfaces of two second gypsum boards may be a joint adhesive, in particular based on polyurethane. With such a joint adhesive, the second gypsum boards can be particularly stably attached to each other, so that an overall almost monolithic composite is achieved.
Die oben genannte Aufgabe wird weiterhin gelöst durch eine Ständerwand-, Dach- oder Deckenkonstruktion umfassend mindestens eine Trageeinrichtung (Unterkonstruktion), insbesondere mindestens ein Profilelement (wie The above object is further achieved by a Ständerwand-, roof or ceiling construction comprising at least one support device (substructure), in particular at least one profile element (such
beispielsweise ein U-, C- oder M-Profil), wobei mindestens ein for example, a U, C or M profile), wherein at least one
durchbruchhemmender Verbund nach einem der vorhergehenden Ansprüche auf einer ersten Seite der Trageeinrichtung (Unterkonstruktion) angeordnet ist, wobei die mindestens eine erste Gipsplatte des durchbruchhemmenden Verbundes der Trageeinrichtung (Unterkonstruktion) zugewandt ist. Durch eine derartige Breakthrough-resistant composite according to one of the preceding claims on a first side of the support device (substructure) is arranged, wherein the at least one first gypsum board of the break-through-resistant composite of the support device (substructure) faces. By such
Konstruktion bzw. einen derartigen Aufbau wird ein besonders zuverlässiger Schutz der Trageeinrichtung (Unterkonstruktion) gewährleistet. Die zweite Construction or such a construction, a particularly reliable protection of the support device (substructure) is ensured. The second
Gipsplatte wirkt hierbei als Schutzplatte, die durch weitere, schwer zu Plasterboard acts as a protective plate, the more difficult to
durchbrechende Schichten abgestützt wird. Insgesamt wird ein hoher Grad an Einbruchs- bzw. Ausbruchssicherheit erreicht. Vorzugsweise ist mindestens ein weiterer durchbruchhemmender Verbund der vorbeschriebenen Art auf einer zweiten Seite der Trageeinrichtung is supported by breaking through layers. Overall, a high degree of burglary or escape safety is achieved. Preferably, at least one further breakdown-inhibiting composite of the type described above is on a second side of the carrying device
(Unterkonstruktion) angeordnet, wobei (vorzugsweise) mindestens eine erste Gipsplatte des mindestens einen weiteren durchbruchhemmenden Verbunds der Trageeinrichtung (Unterkonstruktion) zugewandt ist. Insgesamt wird ein (Substructure) is arranged, wherein (preferably) at least one first gypsum board of the at least one further breakthrough-resistant composite of the support device (substructure) faces. Overall, one will
Sandwich realisiert, bei dem die Trageeinrichtung (Unterkonstruktion) zwischen zwei durchbruchhemmenden Verbunden (der oben beschriebenen Art) angeordnet ist. Ein derartiges Sandwich ist nur schwer zu durchdringen. Sandwich realized, in which the support device (substructure) between two break-resistant composites (of the type described above) is arranged. Such a sandwich is difficult to penetrate.
Erfindungsgemäß wird zur Lösung der oben genannten Aufgabe eine Verwendung eines durchbruchhemmenden Verbundes der oben beschriebenen Art und/oder einer Ständerwand-, Dach- oder Deckenkonstruktion der oben beschriebenen Art vorgeschlagen, für eine bzw. als eine Sicherung gegen den Einbruch und/oder Ausbruch einer Person. According to the invention, a solution of the above-mentioned problem, a use of a breakthrough-inhibiting composite of the type described above and / or a Ständerwand-, roof or ceiling construction of the type described above, proposed for or as a backup against the break-in and / or outbreak of a person ,
Insgesamt wird durch die vorliegende Erfindung ein äußerst zuverlässiger einbruchhemmender Wandaufbau ermöglicht. In einem Zertifizierungsprozess wurde der einbruchhemmende Wandaufbau in Klasse B gemäß VdS 2534 eingeordnet. Damit wurde erstmals mit einer einbruchhemmenden Overall, the present invention enables a highly reliable burglar-resistant wall structure. In a certification process, burglar-resistant wall construction was classified in Class B according to VdS 2534. This was the first time with a burglar-resistant
Trockenbauwand diese Klassifizierung erreicht. Gleichzeitig wurde die Drywall achieved this classification. At the same time the
Beschussklasse FB4 NS gemäß DIN EN 1522 erreicht. Dies alles wurde durch einen mechanisch sehr widerstandsfähigen Verbund mit einem (den Bullet class FB4 NS according to DIN EN 1522 achieved. All this was made possible by a mechanically very resistant composite with a (the
Anwendungszweck berücksichtigend) vergleichsweise leichten und Considering application purpose) comparatively light and
kostengünstigen Aufbau realisiert. realized cost-effective construction.
Weitere Ausführungsformen ergeben sich aus den Unteransprüchen. Further embodiments emerge from the subclaims.
Nachfolgend wir die Erfindung noch hinsichtlich weiterer Merkmale und Vorteile anhand von Ausführungsbeispielen beschrieben, die anhand der Abbildungen näher erläutert werden. Hierbei zeigen : The invention will be described below with regard to further features and advantages based on exemplary embodiments, which are explained in more detail with reference to the figures. Hereby show:
Figur 1 einen ersten Ausschnitt eines Horizontalschnitts eines 1 shows a first section of a horizontal section of a
Wandaufbaus mit dem erfindungsgemäßen  Wall construction with the invention
durchbruchhemmenden Verbund;  break-resistant composite;
Figur 2 einen zweiten Ausschnitt eines Horizontalschnitts eines 2 shows a second section of a horizontal section of a
Wandaufbaus mit dem erfindungsgemäßen Verbund; Figur 3 einen dritten Ausschnitt eines Horizontalschnitts eines Wall structure with the composite according to the invention; 3 shows a third section of a horizontal section of a
Wandaufbaus mit dem erfindungsgemäßen Verbund;  Wall structure with the composite according to the invention;
Figur 4 einen vierten Ausschnitt eines Horizontalschnitts eines 4 shows a fourth section of a horizontal section of a
Wandaufbaus mit dem erfindungsgemäßen Verbund; und  Wall structure with the composite according to the invention; and
Figur 5 drei Abschnitte eines vertikalen Schnitts eines Wandaufbaus mit dem erfindungsgemäßen Verbund. Figure 5 shows three sections of a vertical section of a wall structure with the composite according to the invention.
In der nachfolgenden Beschreibung werden für gleiche und gleichwirkende Elemente dieselben Bezugszeichen verwendet. In the following description, the same reference numerals are used for the same and equivalent elements.
Figur 1 zeigt einen Ausschnitt eines Horizontalschnitts eines Wandaufbaus mit einem ersten durchbruchhemmenden Verbund 10 und einem zweiten durchbruchhemmenden Verbund 11. Die durchbruchhemmenden Verbünde 10, 11 sind jeweils an einer Seite einer Trageeinrichtung (Unterkonstruktion) 12 angeordnet. Die Trageeinrichtung (Unterkonstruktion) 12 umfasst erste (U-förmige) FIG. 1 shows a detail of a horizontal section of a wall structure with a first break-through-inhibiting composite 10 and a second break-through-inhibiting composite 11. The break-through-inhibiting composites 10, 11 are each arranged on one side of a supporting device (substructure) 12. The supporting device (substructure) 12 comprises first (U-shaped)
Profilelemente 13 sowie zweite (U-förmige) Profilelemente 14. Erste Profile elements 13 and second (U-shaped) profile elements 14. First
Profilelemente 13 und zweite Profilelemente 14 sind zueinander senkrecht angeordnet. Der erste durchbruchhemmende Verbund ist auf einer ersten (in Fig. 1 oberen) Seite 15 angeordnet. Der zweite durchbruchhemmende Verbund 11 ist auf einer zweiten (in Fig. 1 unteren) Seite 16 der Trageeinrichtung Profile elements 13 and second profile elements 14 are arranged perpendicular to each other. The first break-through resistant composite is arranged on a first (in FIG. 1 upper) side 15. The second break-through resistant composite 11 is on a second (in Fig. 1 lower) side 16 of the support device
(Unterkonstruktion) 12 angeordnet. Jeweils der Trageeinrichtung (Substructure) 12 arranged. Each of the carrying device
(Unterkonstruktion) 12 zugewandt sind eine (oder mehrere) erste Gipsplatten 17. Auf den Gipsplatten 17 sind jeweils eine (oder mehrere) Metallbleche 18 angeordnet. Auf den Metallblechen 18 sind zweite Gipsplatten 19 angeordnet. Die zweiten Gipsplatten 19 weisen von der Trageeinrichtung (Unterkonstruktion) 12 weg (und sind somit außenseitig angeordnet). (Substructure) 12 facing one (or more) first gypsum boards 17. On the gypsum boards 17 each one (or more) metal sheets 18 are arranged. On the metal sheets 18 second gypsum plates 19 are arranged. The second gypsum plates 19 point away from the carrying device (substructure) 12 (and are thus arranged on the outside).
Die ersten Gipsplatten 17 sind als kartonummantelte Gipsplatten ausgebildet. Die zweiten Gipsplatten 19 sind als Gipsfaserplatten ausgebildet. Zwischen den zweiten Gipsplatten 19 des ersten durchbruchhemmenden Verbundes 10 und den Gipsplatten 19 des zweiten durchbruchhemmenden Verbundes 11 sind jeweils Fugen 20 ausgebildet. Sowohl die ersten Gipsplatten 17 des ersten durchbruchhemmenden Verbundes 10 als auch die ersten Gipsplatten 17 des zweiten durchbruchhemmenden Verbundes 11 als auch die zweiten Gipsplatten 19 des zweiten durchbruchhemmenden Verbundes erstrecken sich über die Fugen der zweiten Gipsplatten 19 des ersten durchbruchhemmenden Verbundes (und umgekehrt). The first gypsum boards 17 are designed as cardboard-coated gypsum boards. The second gypsum plates 19 are formed as gypsum fiber boards. Between the second gypsum plates 19 of the first breakthrough-inhibiting composite 10 and the gypsum plates 19 of the second breakthrough-inhibiting composite 11 joints 20 are formed in each case. Both the first gypsum boards 17 of the first break-through-resistant composite 10 and the first gypsum boards 17 of the second break-through-resistant composite 11 as well as the second gypsum boards 19 of the second break-resistant composite extend over the joints of the second gypsum boards 19 of the first break-through resistant composite (and vice versa).
Die ersten Gipsplatten 17 sind über Befestigungsmittel (Verbindungsmittel) 21 (z.B. Schrauben) an die Trageeinrichtung (Unterkonstruktion) 12 befestigt. Diese Befestigungsmittel (Schrauben) durchdringen dabei nur die ersten Gipsplatten 17 und die Trageeinrichtung (Unterkonstruktion) 12 (bzw. deren erste Profilelemente 13). Weitere Befestigungsmittel 22 (Schrauben) durchdringen das Metallblech 18 sowie die jeweils zugeordnete erste Gipsplatte 17 und die Trageeinrichtung (Unterkonstruktion) 12 (bzw. deren erste Profilelemente 13). Durch die The first gypsum boards 17 are attached to the supporting structure (substructure) 12 by fastening means (connecting means) 21 (e.g., screws). These fasteners (screws) penetrate only the first gypsum boards 17 and the support device (substructure) 12 (or their first profile elements 13). Further fastening means 22 (screws) penetrate the metal sheet 18 and the respectively associated first gypsum board 17 and the carrying device (substructure) 12 (or its first profile elements 13). By the
Befestigungsmittel 22 werden daher sowohl das Metallblech 18 als auch die ersten Gipsplatten 17 an der Trageeinrichtung (Unterkonstruktion) 12 befestigt. Gleichzeitig überdeckt das Metallblech 18 die Befestigungsmittel 21. Dadurch wird ein Einbruch weiter erschwert. Fixing means 22 are therefore both the metal sheet 18 and the first gypsum boards 17 attached to the support means (substructure) 12. At the same time, the metal sheet 18 covers the fastening means 21. This further impedes burglary.
Sowohl die Befestigungsmittel 21 als auch die Befestigungsmittel 22 werden durch (jeweils eine, ggf. mehrere) zweite Gipsplatten 19 überdeckt. Die zweiten Gipsplatten 19 sind (z. B. über einen elastischen Fliesenkleber) auf das jeweilige Metallblech 18 aufgeklebt. Die Fugen 20 sind über einen Polyurethan-Kleber verklebt. Somit sind Kantenflächen 23 der zweiten Gipsplatten 19 miteinander verklebt. Both the fastening means 21 and the fastening means 22 are covered by (one, possibly several) second gypsum boards 19. The second gypsum boards 19 are adhesively bonded to the respective metal sheet 18 (eg via an elastic tile adhesive). The joints 20 are glued over a polyurethane adhesive. Thus, edge surfaces 23 of the second gypsum plates 19 are glued together.
Figur 2 zeigt einen zweiten Ausschnitt eines horizontalen Schnitt eines Wandaufbaus mit erfindungsgemäßen durchbruchhemmenden Verbünden. Mit der in Figur 2 dargestellten Konstruktion kann beispielsweise eine Ecke zwischen zwei Wänden realisiert werden. Insgesamt sind vier durchbruchhemmende Verbünde, nämlich ein erster durchbruchhemmender Verbund 210, ein zweiter durchbruchhemmender Verbund 211, ein dritter durchbruchhemmender Verbund 212 und ein vierter durchbruchhemmender Verbund 213 vorgesehen. Die durchbruchhemmenden Verbünde 210, 211, 212 und 213 umfassen jeweils (mindestens) eine erste Gipsplatte 17, (mindestens) ein Metallblech 18 sowie (mindestens) eine zweite Gipsplatte 19. Figure 2 shows a second section of a horizontal section of a wall structure with breakthrough-inhibiting composites according to the invention. With the construction shown in Figure 2, for example, a corner between two walls can be realized. A total of four breakthrough-inhibiting composites, namely a first break-through resistant composite 210, a second break-through resistant composite 211, a third break-through resistant composite 212 and a fourth break-through resistant composite 213 are provided. The breakthrough-inhibiting composites 210, 211, 212 and 213 each comprise (at least) a first gypsum board 17, (at least) one metal sheet 18 and (at least) one second gypsum board 19.
Erster und zweiter durchbruchhemmender Verbund 210, 211 überdecken die Seiten einer ersten Trageeinrichtung (Unterkonstruktion) 214. Zweiter und dritter durchbruchhemmender Verbund 212, 213 überdecken die Seiten einer zweiten Trageeinrichtung (Unterkonstruktion) 215. Die Trageeinrichtung (Unterkonstruktion)en 214, 215 sind wie die Trageeinrichtungen First and second break-through resistant composites 210, 211 cover the sides of a first support structure (substructure) 214. Second and third break-through resistant bonds 212, 213 cover the sides of a second support (substructure) 215. The support means (Substructure) s 214, 215 are like the carrying devices
(Unterkonstruktionen) 12 in Figur 1 aufgebaut. (Substructures) 12 constructed in Figure 1.
Der erste durchbruchhemmende Verbund 210 überdeckt eine Stirnfläche des dritten und vierten durchbruchhemmenden Verbundes 212, 213 sowie der zweiten Trageeinrichtung (Unterkonstruktion) 215. Konkret überdeckt eine zweite The first break-through-inhibiting composite 210 covers one end face of the third and fourth break-through-inhibiting composite 212, 213 as well as the second supporting device (substructure) 215. Concretely, a second covers
Gipsplatte 19 des ersten durchbruchhemmenden Verbundes 210 Stirnflächen der ersten und zweiten Gipsplatten 17, 19 der Metallbleche 18 des dritten und vierten durchbruchhemmenden Verbundes 212, 213 sowie die zwischen diesen Gypsum board 19 of the first break-through-resistant composite 210 end faces of the first and second gypsum boards 17, 19 of the metal sheets 18 of the third and fourth break-through-resistant composite 212, 213 and between them
angeordnete zweite Trageeinrichtung (Unterkonstruktion) 215. Das Metallblech 18 sowie eine erste Gipsplatte 17 des ersten durchbruchhemmenden Verbundes 210 überdeckt die Stirnkanten der Gipsplatten 17, 19 des vierten arranged second support means (substructure) 215. The metal plate 18 and a first gypsum board 17 of the first break-through-resistant composite 210 covers the end edges of the gypsum boards 17, 19 of the fourth
durchbruchhemmenden Verbundes 14 sowie eine Stirnkante der Trageeinrichtung (Unterkonstruktion) 215 sowie eine Stirnkante der ersten Gipsplatte 17 des durchbruchhemmenden Verbundes 212, jedoch nicht eine Stirnkante des penetration-resistant composite 14 and an end edge of the support device (substructure) 215 and an end edge of the first gypsum board 17 of the break-through-resistant composite 212, but not an end edge of the
Metallblechs 18 sowie der zweiten Gipsplatte 19 des dritten durchbruchhemmenden Verbundes 212. Dadurch bilden die zweite Gipsplatte 19 und die erste Gipsplatte 17 des ersten durchbruchhemmenden Verbundes 210 eine stufenartige Konfiguration aus, die besonders schwer von einem Ein- bzw. Ausbrecher durchbrochen werden kann. Ein erstes Profilelement 13 der ersten Trageeinrichtung (Unterkonstruktion) 214 ist über eine Befestigungsmittel 24 mit einem ersten Profilelement 13 der zweiten Trageeinrichtung (Unterkonstruktion) 215 verbunden (verschraubt). Die Befestigungsmittel 24 (Schraube) durchdringt das erste As a result, the second gypsum board 19 and the first gypsum board 17 of the first breakthrough-inhibiting composite 210 form a step-like configuration, which can be broken particularly hard by an incursion or breakout. A first profile element 13 of the first support device (substructure) 214 is connected (screwed) via a fastening means 24 with a first profile element 13 of the second support device (substructure) 215. The fastener 24 (screw) penetrates the first
Profilelement 13 der ersten Trageeinrichtung (Unterkonstruktion) 214, die zweite Gipsplatte 19 des vierten durchbruchhemmenden Verbundes 213, das Metallblech 18 des vierten durchbruchhemmenden Verbundes 213, die erste Gipsplatte 17 des durchbruchhemmenden Verbundes 213 sowie das erste Profilelement 13 der zweiten Trageeinrichtung (Unterkonstruktion) 215. Auch dadurch wird die 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 support device (substructure) 215. Also by this is the
Stabilität und Einbruchssicherheit weiter verbessert. Stability and burglary security further improved.
Gemäß einem allgemeinen Gedanken dieser Ausführungsform (gemäß Figur 2) hat eine jeweils zweite Gipsplatte 19 einen Überstand gegenüber dem nächsten Metallblech 18 und/oder der nächsten ersten Gipsplatte 17. Dadurch wird die Einbruchssicherheit verbessert. According to a general idea of this embodiment (according to FIG. 2), a respective second gypsum board 19 has a projection with respect to the next metal sheet 18 and / or the next first gypsum board 17. This improves the burglary resistance.
In den Figuren 3 und 4 sind Ausschnitte eines Horizontalschnitts durch eine T- Verbindung von zwei Wandsegmenten mit erfindungsgemäßen durchbruchhem- menden Verbünden dargestellt. In der Alternative gemäß Figur 3 ist eine erste Trageeinrichtung (Unterkonstruktion) 315 mit einem ersten Verbund 310 und einem zweiten Verbund 311 bedeckt. Eine Stirnfläche 25 der ersten In FIGS. 3 and 4, sections of a horizontal section through a T-connection of two wall segments with breakthrough barriers according to the invention are shown. represented alliances. In the alternative according to FIG. 3, 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
Trageeinrichtung (Unterkonstruktion) 315 mit den durchbruchhemmenden Carrying device (substructure) 315 with break-through resistant
Verbünden 310, 311 grenzt an einen dritten durchbruchhemmenden Verbund 312 an und wird von diesem überdeckt. Der erste durchbruchhemmende Verbund 310 der ersten Trageeinrichtung (Unterkonstruktion) 315 grenzt wiederum an Associations 310, 311 adjoin and are covered by a third break-through inhibiting compound 312. The first break-through resistant composite 310 of the first support (substructure) 315 again adjoins
Stirnflächen eines vierten durchbruchhemmenden Verbundes 313, der eine zweite Trageeinrichtung (Unterkonstruktion) 316 bedeckt. Entsprechend grenzt der zweite durchbruchhemmende Verbund 311 der ersten Trageeinrichtung End surfaces of a fourth breakthrough-inhibiting composite 313 covering a second support means (substructure) 316. Accordingly, the second break-through-resistant composite 311 of the first support device borders
(Unterkonstruktion) 315 an einen fünften durchbruchhemmenden Verbund 314 einer dritten Trageeinrichtung (Unterkonstruktion) 317 bzw. deren Stirnflächen an. Die Einheit aus erster Trageeinrichtung (Unterkonstruktion) 315 und den durchbruchhemmenden Verbünden 310, 311 ist somit in das senkrecht (Substructure) 315 to a fifth break-resistant composite 314 of a third support device (substructure) 317 or their end faces. The unit of first support means (substructure) 315 and the break-through resistant assemblies 310, 311 is thus in the vertical
verlaufende Wandsegment eingetaucht, derart, dass sich eine besonders sichere Konstruktion ergibt, die nur schwer durchbrochen werden kann. extending wall segment immersed, such that a particularly safe construction results, which can be difficult to break.
In Figur 4 ist eine Alternative für die Realisierung einer T-Verbindung dargestellt. Stirnflächen einer ersten Trageeinrichtung (Unterkonstruktion) 414 mit FIG. 4 shows an alternative for the realization of a T-connection. End faces of a first support means (substructure) 414 with
zugeordneten erstem und zweitem durchbruchhemmenden Verbund 410, 411 grenzen an einen dritten durchbruchhemmenden Verbund 412 einer zweiten Trageeinrichtung (Unterkonstruktion) 415 an. An einer der ersten associated first and second break-through resistant composites 410, 411 adjoin a third break-through resistant composite 412 of a second support (substructure) 415. At one of the first
Trageeinrichtung (Unterkonstruktion) 414 abgewandten Seite der Carrying device (substructure) 414 facing away from the
Trageeinrichtung (Unterkonstruktion) 415 ist ein vierter durchbruchhemmender Verbund 413 vorgesehen. Diese Alternative ist in konstruktiver Hinsicht besonders einfach und dennoch vergleichsweise sicher. Carrying device (substructure) 415, a fourth breakthrough-inhibiting composite 413 is provided. This alternative is structurally particularly simple and yet relatively safe.
Figur 5 zeigt Ausschnitte eines vertikalen Schnitts eines Wandaufbaus mit erfindungsgemäßen durchbruchhemmenden Verbünden. Die Trageeinrichtung (Unterkonstruktion) 12 ist über ein Befestigungsmittel 26 (beispielsweise umfassend eine Schraube und/oder einen Dübel) mit einer Decke 28 verbunden. Weiterhin ist die Trageeinrichtung (Unterkonstruktion) 12 über ein FIG. 5 shows sections of a vertical section of a wall structure with breakthrough-inhibiting composites according to the invention. The support means (substructure) 12 is connected via a fastening means 26 (for example comprising a screw and / or a dowel) with a ceiling 28. Furthermore, the support means (substructure) 12 via a
entsprechendes Befestigungsmittel 26 mit einem Boden 29 verbunden. Im Bereich des Befestigungsmittels 26 kann ein Trennwandkitt 27 vorgesehen sein. Eine Fuge 20 einer zweiten Gipsplatte 19 des ersten durchbruchhemmenden Verbundes 50 wird von einer ersten Gipsplatte 19 des zweiten Verbundes 51 überdeckt. Dadurch wird die Sicherheit des Wandaufbaus verbessert. corresponding fastening means 26 connected to a bottom 29. In the region of the fastening means 26, a partition wall putty 27 may be provided. A joint 20 of a second gypsum board 19 of the first break-through-resistant composite 50 is covered by a first gypsum board 19 of the second bond 51. This improves the safety of the wall structure.
Der grundlegende Aufbau einer Wand bzw. eines Wandsystems gemäß den Figuren 1 bis 5 stellt sich wie folgt dar: The basic construction of a wall or wall system according to FIGS. 1 to 5 is as follows:
Ein Einfachständerwerk ist beidseitig mit einer zweilagigen Beplankung aus einer Lage kartonummantelte Gipsplatte und einer Lage Gipsfaserplatte versehen. A single stand is provided on both sides with a two-ply planking of a layer of cardboard-coated gypsum board and a layer of gypsum fiberboard.
Zwischen der kartonummantelte Gipsplatte und der Gipsfaserplatte ist eine Stahlblecheinlage vorgesehen. Between the cardboard-coated gypsum board and the gypsum fiber board a steel sheet insert is provided.
Das Ständerwerk kann umlaufend mit angrenzenden Bauteilen verbunden sein. In einem Wandhohlraum können Dämmstoffe (bei Schall- und Wärmeschutz- Anforderungen) eingebaut werden. Bewegungsfugen eines Rohbaus können in der Konstruktion der Sicherheitswand übernommen werden. Bei durchlaufenden Wänden können im Abstand von (ca.) 15 m Bewegungsfugen erforderlich sein. The framework can be circumferentially connected to adjacent components. In a wall cavity insulation materials (for sound and heat protection requirements) can be installed. Movement joints of a shell can be taken over in the construction of the safety wall. Continuous walls may require expansion joints at a distance of (approx.) 15 m.
Randprofile an Boden und/oder Decken und an Wänden können rückseitig mit Trennwandkitt (mit zwei Wülsten) oder einem Dichtungsband versehen sein. Edge profiles on the floor and / or ceilings and on walls can be provided on the back with separating wall putty (with two beads) or a sealing strip.
Randprofile können mit geeigneten Befestigungsmitteln an flankierenden Edge profiles can be flanked with suitable fasteners
Bauteilen befestigt werden. Components are attached.
Das Metallblech (Stahlblech) kann als Platten- oder Rollenware (> 0,5 mm dick) horizontal oder vertikal zwischen den Gipsplatten-Lagen angeordnet werden. Vertikale Stöße können auf Ständern angeordnet werden. Alle Stöße können ohne Überlappung versetzt angeordnet werden. Eine Verschraubung der Stahlbleche kann mit Schnellschrauben erfolgen. The sheet metal (sheet steel) can be arranged as a plate or roll goods (> 0.5 mm thick) horizontally or vertically between the gypsum board layers. Vertical bumps can be placed on stands. All impacts can be staggered without overlapping. A screwing of the steel sheets can be done with quick screws.
Die Gipsfaserplatten können eine Dimensionierung von 624 x 600 mm aufweisen. Plattenstöße können versetzt angeordnet sein. Bei Türständerprofilen kann auf Plattenstöße verzichtet werden. Bei Brandschutzanforderungen können untere Anschlussfugen mit Spachtelmaterial verschlossen werden. Bei Schallschutzanforderungen kann beispielsweise ein Acrylat oder ein Trennwandkitt verwendet werden. Die kartonummantelte Gipsplatte kann eine Dicke von 12,5 mm, 15 mm, 18 mm oder 20 mm aufweisen; eine Breite von 625 mm oder 1.250 mm; eine Länge von 2.000 mm oder 2.500 mm oder 2.600 mm. Die Rohdichte kann > 1.000 kg/m3 sein. The gypsum fiber boards can have a dimension of 624 x 600 mm. Plate joints can be staggered. For door frame profiles can be dispensed with panel joints. For fire protection requirements, lower connection joints can be closed with putty material. For sound insulation requirements, for example, an acrylate or Trennwandkitt can be used. The carton-clad gypsum board may 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 .
Die Gipsfaserplatte kann eine Dicke von 28 mm, eine Breite von 600 mm und eine Länge von 624 mm aufweisen. Eine Rohdichte kann > 1.500 kg/m3 sein. The gypsum fiber board may have a thickness of 28 mm, a width of 600 mm and a length of 624 mm. A bulk density can be> 1,500 kg / m 3 .
An dieser Stelle sei darauf hingewiesen, dass alle oben beschriebenen Teil für sich alleine gesehen und in jeder Kombination, insbesondere die in den Figuren dargestellten Details, als erfindungswesentlich beansprucht werden. Abänderungen hiervon sind dem Fachmann geläufig. It should be noted at this point that all the parts described above are considered to be essential to the invention and in every combination, in particular the details shown in the figures, as essential to the invention. Variations thereof are familiar to the person skilled in the art.
Bezugszeichenliste erster durchbruchhemmender Verbund List of Reference Signs first break-through resistant composite
zweiter durchbruchhemmender Verbund second breakthrough inhibiting composite
Trageeinrichtung (Unterkonstruktion) Carrying device (substructure)
erstes Profilelement first profile element
zweites Profilelement second profile element
erste Seite der Trageeinrichtung (Unterkonstruktion) 12 zweite Seite der Trageeinrichtung (Unterkonstruktion) 12 erste Gipsplatte first side of the carrying device (substructure) 12 second side of the carrying device (substructure) 12 first gypsum board
Metallblech metal sheet
zweite Gipsplatte second plasterboard
Fuge Gap
Befestigungsmittel fastener
Befestigungsmittel fastener
Kontaktfläche contact area
Befestigungsmittel fastener
Stirnfläche face
Befestigungsmittel fastener
Kitt putty
Decke blanket
Boden ground
erster durchbruchhemmender Verbund first breakthrough-inhibiting composite
zweiter durchbruchhemmender Verbund second breakthrough inhibiting composite
erster durchbruchhemmender Verbund first breakthrough-inhibiting composite
zweiter durchbruchhemmender Verbund second breakthrough inhibiting composite
dritter durchbruchhemmender Verbund third breakthrough-inhibiting composite
vierter durchbruchhemmender Verbund fourth breakthrough-inhibiting composite
erste Trageeinrichtung (Unterkonstruktion) first carrying device (substructure)
zweite Trageeinrichtung (Unterkonstruktion) second carrying device (substructure)
erster durchbruchhemmender Verbund first breakthrough-inhibiting composite
zweiter durchbruchhemmender Verbund second breakthrough inhibiting composite
dritter durchbruchhemmender Verbund third breakthrough-inhibiting composite
vierter durchbruchhemmender Verbund fourth breakthrough-inhibiting composite
fünfter durchbruchhemmender Verbund fifth breakthrough-inhibiting composite
erste Trageinrichtung 316 zweite Trageinrichtung first carrying device 316 second carrying device
410 erster durchbruchhemmender Verbund 410 first breakthrough-inhibiting composite
411 zweiter durchbruchhemmender Verbund411 second breakthrough inhibiting composite
412 dritter durchbruchhemmender Verbund412 third break-through compound
413 vierter durchbruchhemmender Verbund413 fourth breakthrough-inhibiting composite
414 erste Trageinrichtung 414 first carrying device
415 zweite Trageinrichtung  415 second carrying device

Claims

Ansprüche claims
1. Durchbruchhemmender Verbund (10, 11) aus mehreren aneinandergesetzten Lagen, insbesondere als Beplankung einer Ständer-, Dach- oder Deckenkonstruktion, 1. Breakthrough-inhibiting composite (10, 11) of several juxtaposed layers, in particular as a planking of a stand, roof or ceiling construction,
wobei der Verbund mindestens eine, als kartonummantelte Gipsplatte ausgebildete, erste Gipsplatte (17), mindestens ein auf der ersten  wherein the composite at least one, designed as a cardboard coated gypsum board, first gypsum board (17), at least one on the first
Gipsplatte angeordnetes Metallblech (18) und mindestens eine auf dem Metallblech angeordnete, als Gipsfaserplatte ausgebildete, zweite  Gypsum board arranged metal sheet (18) and at least one arranged on the metal sheet, designed as a gypsum fiber board, second
Gipsplatte (19) umfasst.  Plasterboard (19).
2. Durchbruchhemmender Verbund nach Anspruch 1, dadurch gekennzeichnet, dass Metallblech (18) und mindestens eine zweite Gipsplatte (19) miteinander verklebt sind. 2. Breakthrough-resistant composite according to claim 1, characterized in that metal sheet (18) and at least one second gypsum board (19) are glued together.
3. Durchbruchhemmender Verbund nach Anspruch 1 oder Anspruch 2, 3. Breakthrough-inhibiting composite according to claim 1 or claim 2,
dadurch gekennzeichnet, dass mindestens zwei zweite, nebeneinander angeordnete Gipsplatten (19) vorgesehen sind, vorzugsweise wobei die zwei zweiten Gipsplatten (19) miteinander an ihren benachbarten  characterized in that at least two second, adjacent gypsum boards (19) are provided, preferably wherein the two second gypsum boards (19) with each other at their adjacent
Randflächen verklebt sind.  Edge surfaces are glued.
4. Durchbruchhemmender Verbund (10, 11), insbesondere nach Anspruch 1, aus mehreren aneinandergesetzten Lagen, insbesondere als Beplankung einer Ständerwand-, Dach- oder Deckenkonstruktion, wobei der Verbund mindestens eine, insbesondere als kartonummantelte Gipsplatte 4. Breakthrough-inhibiting composite (10, 11), in particular according to claim 1, of a plurality of juxtaposed layers, in particular as a planking a Ständerwand-, roof or ceiling construction, wherein the composite at least one, in particular as a cardboard-coated gypsum board
ausgebildete, erste Gipsplatte, mindestens ein, auf der ersten Gipsplatte (17) angeordnetes Metallblech (18), mindestens zwei, nebeneinander angeordnete, auf dem Metallblech (18) angeordnete, insbesondere als Gipsfaserplatte ausgebildete, zweite Gipsplatten umfasst, wobei die mindestens zwei nebeneinander angeordneten, zweiten Gipsplatten (9) auf das Metallblech (18) aufgeklebt sind und an ihren benachbarten  formed, first gypsum board, at least one, on the first gypsum board (17) arranged metal plate (18), at least two juxtaposed, arranged on the metal sheet (18), in particular formed as gypsum fiber board, second gypsum boards, wherein the at least two arranged side by side , second gypsum boards (9) are glued to the metal sheet (18) and to their adjacent
Kantenflächen miteinander verklebt sind.  Edge surfaces are glued together.
5. Durchbruchhemmender Verbund (10, 11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass mindestens zwei erste oder zweite Gipsplatten (17) zwischen sich eine Trennfuge ausbilden und mindestens eine zweite Gipsplatte (19) sich über die Trennfuge erstreckt und/oder mindestens zwei erste oder zweite Gipsplatten zwischen sich eine Trennfuge ausbilden und mindestens eine weitere zweite Gipsplatte sich über die Trennfuge erstreckt. 5. Breakthrough-inhibiting composite (10, 11) according to any one of the preceding claims, characterized in that at least two first or second gypsum boards (17) form between them a parting line and at least one second gypsum board (19) extends over the parting line and / or at least two first or second gypsum boards form a parting line between them and at least one further second gypsum board extends over the parting line.
6. Durchbruchhemmender Verbund (10, 11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die mindestens eine erste Gipsplatte (17) 6. Breakthrough-inhibiting composite (10, 11) according to one of the preceding claims, characterized in that the at least one first gypsum board (17)
eine Dichte von vorzugsweise > 500 kg/m3, weiter vorzugsweise > 1.000 kg/m3 und/oder < 2.000 kg/m3, weiter vorzugsweise < 1.500 kg/m3 aufweist und/oder a density of preferably> 500 kg / m 3 , more preferably> 1,000 kg / m 3 and / or <2,000 kg / m 3 , more preferably <1,500 kg / m 3 and / or
eine Dicke von > 5 mm, vorzugsweise > 10 mm, noch weiter vorzugsweise (etwa) 12,5 mm und/oder < 40 mm, vorzugsweise < 30 mm, noch weiter vorzugsweise < 20 mm aufweist.  a thickness of> 5 mm, preferably> 10 mm, even more preferably (about) 12.5 mm and / or <40 mm, preferably <30 mm, even more preferably <20 mm.
7. Durchbruchhemmender Verbund (10, 11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die mindestens eine zweite Gipsplatte (19) eine Dichte von > 800 kg/m3, vorzugsweise > 1.500 kg/m3 und/oder < 3.000 kg/m3, vorzugsweise < 2.000 kg/m3 aufweist und/oder eine Dicke von > 20 mm, vorzugsweise > 28 mm und/oder < 50 mm, vorzugsweise < 40 mm aufweist. 7. Breakthrough-inhibiting composite (10, 11) according to any one of the preceding claims, characterized in that the at least one second gypsum board (19) has a density of> 800 kg / m 3 , preferably> 1,500 kg / m 3 and / or <3,000 kg / m 3 , preferably <2,000 kg / m 3 and / or has a thickness of> 20 mm, preferably> 28 mm and / or <50 mm, preferably <40 mm.
8. Durchbruchhemmender Verbund (10, 11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die mindestens eine zweite Gipsplatte (19) eine höhere Dichte und/oder Dicke als die mindestens eine erste Gipsplatte (17) aufweist. 8. Breakthrough-inhibiting composite (10, 11) according to any one of the preceding claims, characterized in that the at least one second gypsum board (19) has a higher density and / or thickness than the at least one first gypsum board (17).
9. Durchbruchhemmender Verbund (10, 11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Metallblech (18) ein, insbesondere verzinktes Stahlblech ist und/oder eine Dicke von > 0,3 mm, vorzugsweise > 0,5 mm und/oder < 1 mm, vorzugsweise < 0,8 mm aufweist. 9. Breakthrough-resistant composite (10, 11) according to any one of the preceding claims, characterized in that the metal sheet (18) is a, in particular galvanized steel sheet and / or a thickness of> 0.3 mm, preferably> 0.5 mm and / or <1 mm, preferably <0.8 mm.
10. Durchbruchhemmender Verbund (10, 11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass ein Kleber zum Verkleben von mindestens einer zweiten Gipsplatte (19) mit dem mindestens einen Metallblech (18) ein elastischer Kleber ist und/oder 10. Breakthrough-inhibiting composite (10, 11) according to any one of the preceding claims, characterized in that an adhesive for bonding at least one second gypsum board (19) with the at least one metal sheet (18) is an elastic adhesive and / or
ein Kleber zum Verkleben benachbarter Kontaktflächen zweier zweiter Gipsplatten (19) ein Fugenkleber, insbesondere auf Polyurethanbasis, ist.  an adhesive for bonding adjacent contact surfaces of two second gypsum boards (19) is a joint adhesive, in particular polyurethane-based.
11. Ständerwand-, Dach- oder Deckenkonstruktion umfassend 11. comprising stud wall, roof or ceiling construction
mindestens eine Trageeinrichtung (12), insbesondere mindestens ein Profilelement (13, 14), wobei mindestens ein durchbruchhemmender Verbund (10, 11) nach einem der vorhergehenden Ansprüche auf einer ersten Seite der Trageeinrichtung (12) angeordnet ist, wobei die mindestens eine erste Gipsplatte (17) des durchbruchhemmenden  at least one carrying device (12), in particular at least one profile element (13, 14), wherein at least one break-through-resistant composite (10, 11) according to one of the preceding claims on a first side of the carrying device (12) is arranged, wherein the at least one first gypsum board (17) the breakthrough
Verbundes (10, 11) der Trageeinrichtung (12) zugewandt ist.  Connected (10, 11) of the support device (12) faces.
12. Ständerwand-, Dach- oder Deckenkonstruktion nach Anspruch 11, dadurch gekennzeichnet, dass mindestens ein weiterer durchbruchhemmender Verbund (10, 11) nach einem der Ansprüche 1 bis 10 auf einer zweiten Seite der Trageinrichtung (12) angeordnet ist, wobei die mindestens eine erste Gipsplatte (17) des mindestens einen weiteren durchbruchhemmenden Verbundes (10, 11) der Trageeinrichtung (12) zugewandt ist. 12. Ständerwand-, roof or ceiling construction according to claim 11, characterized in that at least one further breakthrough-inhibiting composite (10, 11) is arranged according to one of claims 1 to 10 on a second side of the support means (12), wherein the at least one first plasterboard (17) of the at least one further breakthrough-inhibiting composite (10, 11) faces the carrying device (12).
13. Verwendung eines durchbruchhemmenden Verbundes (10, 11) nach einem der Ansprüche 1 bis 11 und/oder einer Ständerwand-, Dach- oder Deckenkonstruktion nach den Ansprüchen 12 oder 13 für eine bzw. als eine Sicherung gegen den Einbruch und/oder Ausbruch einer Person. 13. Use of an eruption-resistant composite (10, 11) according to any one of claims 1 to 11 and / or a stud wall, roof or ceiling construction according to claims 12 or 13 for one or as a safeguard against burglary and / or outbreak of a Person.
EP13782717.6A 2013-10-24 2013-10-24 Breakage-resistant composite material and stud wall, roof or ceiling structure Active EP3060725B1 (en)

Applications Claiming Priority (1)

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PCT/EP2013/072275 WO2015058800A1 (en) 2013-10-24 2013-10-24 Breakage-resistant composite material and stud wall, roof or ceiling structure

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WO2015058800A1 (en) 2015-04-30
US20160258176A1 (en) 2016-09-08
US10132097B2 (en) 2018-11-20
RU2645696C2 (en) 2018-02-27
EP3060725B1 (en) 2021-12-15
CA2927647A1 (en) 2015-04-30
RU2016120139A (en) 2017-11-27

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