EP3807471B1 - Paneel für eine feuerschutzwand - Google Patents
Paneel für eine feuerschutzwand Download PDFInfo
- Publication number
- EP3807471B1 EP3807471B1 EP19731903.1A EP19731903A EP3807471B1 EP 3807471 B1 EP3807471 B1 EP 3807471B1 EP 19731903 A EP19731903 A EP 19731903A EP 3807471 B1 EP3807471 B1 EP 3807471B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- panel
- reinforcing member
- tongue
- sandwich
- groove
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 108
- 210000002105 tongue Anatomy 0.000 claims description 72
- 229910052751 metal Inorganic materials 0.000 claims description 21
- 239000002184 metal Substances 0.000 claims description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 229910001092 metal group alloy Inorganic materials 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 4
- 239000011257 shell material Substances 0.000 description 21
- 239000011162 core material Substances 0.000 description 14
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 4
- 239000000835 fiber Substances 0.000 description 4
- 239000006260 foam Substances 0.000 description 4
- 238000012360 testing method Methods 0.000 description 4
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 3
- 239000004411 aluminium Substances 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 229910052802 copper Inorganic materials 0.000 description 3
- 239000010949 copper Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 210000002268 wool Anatomy 0.000 description 3
- 230000009970 fire resistant effect Effects 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- CNQCVBJFEGMYDW-UHFFFAOYSA-N lawrencium atom Chemical compound [Lr] CNQCVBJFEGMYDW-UHFFFAOYSA-N 0.000 description 2
- 229920006327 polystyrene foam Polymers 0.000 description 2
- 239000002356 single layer Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- -1 for example Substances 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Classifications
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
-
- 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
- E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails
- E04B2/7403—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails with special measures for sound or thermal insulation including fire protection
-
- 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
- E04C2/284—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 at least one of the materials being insulating
- E04C2/292—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 at least one of the materials being insulating composed of insulating material and sheet metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0866—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements composed of several layers, e.g. sandwich panels or layered panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
- E04F13/0894—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections with tongue and groove connections
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
-
- 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
- E04C2002/001—Mechanical features of panels
- E04C2002/004—Panels with profiled edges, e.g. stepped, serrated
Definitions
- the present invention relates to firewalls and panel joint reinforcements for a firewall.
- Firewalls function to prevent the spread of fire from one side of the firewall to the other side thereof.
- the firewall functions to prevent the collapse of an adjoining building or part of a building and the resulting impacts inevitably caused by such a collapse.
- Firewalls must meet certain standards regarding official regulations in terms of its fire resistance, for example pursuant to the National Building Code of Finland, Part E1.
- One such test set forth in the Building Standards is EN 1363-2: 1999.
- firewalls are predominantly constructed in concrete, necessitating heavy-duty foundations and not enabling a displacement of firewalls, for example upon alteration of use or expansion of the building.
- EP 2 218 841 B1 presents a relatively light-structured firewall solution, meeting official regulations.
- a double layered firewall is provided characterized in that the body components forming the panel is fitted with a corrugated steel sheet structure, which covers essentially completely an opening established in the middle of the body component and which extends partially to within vertical profiles connecting horizontal top and bottom profiles.
- fire-resistant elements are mounted on either side of the corrugated sheet. These fire resistant elements comprise a core portion of mineral wool and metal places affixed to both of the core portion's main surfaces. While this panel meets at least the classification of EIM-60 of the National Building Code of Finland, there is a need for a panel which is relatively lighter than the firewall solution proposed in EP 2 218 841 B1 .
- a sandwich panel is an assembly consisting of a lightweight core adhered between two relatively thin, strong facing sheets, typically metal, plywood or other lightweight material.
- a typical sandwich panel is described in EP2 657 426 A2 .
- the core typically comprises polystyrene foam, rigid urethane foam, injected urethane foam or other semi-rigid types.
- the core may also comprise glass wool fibre, stone wool fibre and the like.
- Sandwich panels have profiled joints which engage with adjacent panels on assembly as indicated in Figure 1 .
- the sandwich panel 100 has a tongue 102 or male projecting part formed on one longitudinal edge of the panel (for example the upper end in a horizontal arrangement of a plurality of panels) and a groove 101 constructed in the opposing longitudinal end of the panel (for example the lower end in a horizontal arrangement of the plurality of panels).
- a tongue 102 or male projecting part formed on one longitudinal edge of the panel (for example the upper end in a horizontal arrangement of a plurality of panels) and a groove 101 constructed in the opposing longitudinal end of the panel (for example the lower end in a horizontal arrangement of the plurality of panels).
- the tongue 102 of one panel engages with the groove of an adjacent panel along the length of the panel.
- An example panel may have dimensions for example of 1200mm along a vertical edge and 4000mm along its length.
- firewalls increase the need for additional mechanical strength or resistance.
- Increasing mechanical strength or resistance is achieved by stitching or mounting the firewall panels to the underlying support structure via mechanical fixings such as stitching screws.
- Stitching screws are inserted through the joint formed by engaged tongue and groves in adjacent panels. These stitching screws mount the sandwich panel to an underlying mounting frame for mounting the fire wall on the relevant structure. These stitching screws reinforce the joint and provide a certain level of mechanical stability.
- the facing sheets of the sandwich panel are relatively strong, the steel thickness in such a panel is generally limited to about 0.7 to 0.8mm. This alone does not provide sufficient mechanical strength where the mechanical demands, such as those which result in a fire, are high and accordingly. [insert page 2A here]
- WO98/19023A1 discloses a joint structure for coupling building wall panels and similar components to each other and the framework of the building.
- the components to be mounted must have at least one of their wide sides lined with a skin plate covering the core of the component.
- the skin plate is shaped by bending at the edges of the components to be jointed into a tongue-and-groove joint structure.
- the clamp element used in the joint is formed by an elongated strip of a G-shaped cross-section, said clamp strip being shaped to clamp together the skin plates of the jointed component edges in at least one position of the tongue-and-groove joint structure in the direction of the component thickness.
- the individual components are arranged into groups of at least two components, after which the components are clamped to each other at their tongue-and-groove joint structures and elevated into their designated installation positions.
- the present invention provides a sandwich panel for a firewall, the sandwich panel comprising an insulating core sandwiched between a first shell element and a second shell element, each shell element comprising a tongue at one end of the panel and a groove at the opposing end of the panel, the tongue configured to co-operate with a groove of a first adjacent sandwich panel to form a first joint and the groove configured to cooperate with a tongue of a second adjacent sandwich panel to form a second joint, and wherein the sandwich panel further comprises: a first reinforcing member engaged with the tongue and a second reinforcing member engaged with the groove at the opposing end of the panel wherein the first and second reinforcing members provide reinforcement of the first and second joints respectively.
- the structure of the sandwich panel provides for a single layer firewall with increased mechanical performance.
- the first shell element and the second shell element may be formed from metal or metal alloy. Examples may be steel, copper, aluminium or the like.
- the thickness of the shell element may be in the range of 0.4mm to 0.9mm. This provides a self-supporting metal faced sandwich panel.
- the first reinforcing member may comprise a metal plate, optionally a steel plate, or other metal or metal alloy plate.
- the second reinforcing member may comprise a metal plate, optionally a steel plate or other metal or metal alloy.
- the first reinforcing member has a first portion for engaging with the tongue and a second portion which extends a distance beyond the tongue extending into the groove of a cooperating tongue.
- the reinforcing member may have a U shaped, J shaped, hook shaped, T shapes, Z shaped or S shaped cross-section.
- a plurality of first reinforcing members may be engaged with the tongue along the longitudinal length of the sandwich panel.
- the second reinforcing member is a planar element.
- the second reinforcing member may have dimensions of approximately 20mm x 2 mm.
- the groove may extend along the length of the sandwich panel and wherein the second reinforcing member extends along the length of the groove.
- the second reinforcing member may comprise one or more reinforcing members.
- the tongue may extend along the length of the sandwich panel and further comprising a third reinforcing member said third reinforcing member engaged with the tongue at the opposing longitudinal ends of the tongue.
- the third reinforcing member provides additional mechanical resilience for a firewall.
- the third reinforcing member may replace at least a portion of the first reinforcing member at the opposing longitudinal ends of the tongue.
- the planar element may be a metal plate.
- the third reinforcing member may have an approximate width of 50mm, height of 124mm and thickness of 2mm.
- a further embodiment of the invention includes a joint assembly for a firewall comprising at least two sandwich panels each sandwich panel comprising an insulating core sandwiched between a first shell element and a second shell element, each shell element comprising a tongue at one end of the panel and a groove at the opposing end of the panel, the joint assembly comprising: a first reinforcing member engaged with the tongue of the first of the at least two sandwich panels; a second reinforcing member engaged with the groove of the second of the at least two sandwich panels, and a fixing means for stitching the firewall to a support structure, the fixing means arranged to engage the first member and the second reinforcing member, the tongue of the first of the at least two sandwich panels and the groove of the second of the at least two sandwich panels and the support structure said wherein the first and second members and the fixing means reinforce a joint formed by the co-operable engagement of the tongue of a first of the at least two sandwich panels with the groove of a second of the at least two sandwich panels, in accordance with claim 13.
- the fixing means may comprise a screw, bolt or other mechanical fixing.
- a plurality of fixing means may be installed along the joint.
- the plurality of fixing means may be equidistant along the joint.
- the first reinforcing member may comprise a metal plate, optionally a steel plate.
- the second reinforcing member may comprise a metal plate, optionally a steel plate.
- the first reinforcing member has a first portion for engaging with the tongue of the first sandwich panel and a second portion which extends a distance beyond the tongue extending into the groove of the cooperating second sandwich panel.
- the first reinforcing member may have a U shaped, J shaped, hook shaped, T shapes, Z shaped or S shaped cross-section.
- the distance which the second portion extends beyond the tongue may be approximately 6mm.
- a plurality of first reinforcing members may be engaged with the tongue along the longitudinal length of the sandwich panel.
- the second reinforcing member is a planar element.
- the second reinforcing member may have dimensions of approximately 20mm x 2 mm.
- the groove extends along the length of the sandwich panel and wherein the second reinforcing member extends along the length of the groove.
- the second reinforcing member may comprise one or more reinforcing members.
- the tongue may extend along the length of the sandwich panel and may further comprise a third reinforcing member said third reinforcing member engaged with the tongue at the opposing longitudinal ends of the joint.
- the joint assembly may further comprise a plurality of fixings for engaging with the third reinforcing member.
- the joint assembly may further comprise a support plate inserted between the plurality of fixings and the joint adjacent the third reinforcing member.
- the planar element may comprise a metal plate.
- the third reinforcing member has an approximate width of 50mm, height of 124mm and thickness of 2mm.
- a firewall comprising a plurality of sandwich panels each sandwich panel comprising an insulating core sandwiched between a first shell element and a second shell element, each shell element comprising a tongue at one end of the panel and a groove at the opposing end of the panel, the tongue configured to engage with a groove of an adjacent panel of the plurality of sandwich panels and the groove configured to engage with a tongue of a second adjacent panel of the plurality of sandwich panels, the co-operable engagement of the tongues and grooves forming a plurality of joints; and wherein the firewall further comprises
- the firewall may further comprise a plurality of third reinforcing members, wherein each third reinforcing member may be arranged for engagement with each of the plurality of joints at opposing longitudinal ends of the joint.
- the firewall may further comprise a plurality of fixings for fixing the third reinforcing member to the panel adjacent to the joint.
- the firewall may further comprise a plurality of support plates engaged between the plurality of fixings and the joint.
- the third reinforcing element may comprise a planar element.
- the third reinforcing member may have an approximate width of 50mm, height of 124mm and thickness of 2mm.
- the sandwich panel 100 comprises an insulating core sandwiched between a first shell element 103 and a second shell element 103.
- the shell elements can be formed from a metal or a metal alloy, for example, steel, copper, aluminium or the like.
- the insulating core may be polystyrene foam, rigid urethane foam, injected urethane foam, or other semi-rigid insulating types. Additionally the core may be glass wool fibre, stone wool fibre or other stone wool core.
- each shell element comprises a male tongue or protrusion 102.
- a female indentation or groove 101 At the opposing end of the panel there is a female indentation or groove 101.
- the tongue of one panel cooperates with a groove of an adjacent panel to form a joint 105.
- the tongue and the groove extend along the length of the panel.
- the joint extends along the length of the panels. In normal installation these joints are horizontal joints, however the tongue and groove arrangement may be equally used on vertical joints.
- Sandwich panels as described and shown in Figure 1 are generally referred to as self-supporting metal faced panels.
- the metal may be steel, copper or aluminium. In one configuration steel is used as the shell material.
- the shell thickness is generally in the range of 0.4 mm to 0.9mm and in one configuration the shell thickness is 0.6mm
- Sandwich panels such as that described above are often used in a standard façade or internal wall and may meet El 60, 90, 120 and 240 classification, however where additional mechanical resilience is required (EIM classification) stitching screws or other fixings are employed to stitch the joint to the underlying support structure.
- EIM classification additional mechanical resilience
- steel thicknesses in sandwich panels is limited.
- additional reinforcing elements 107 and 108 are employed to reinforce the joints 105. Testing of such resilience in one configuration employs an impact of 200kg in shuttle after 144 minutes. The configuration as described herein passed said testing.
- These additional reinforcing elements or members strengthen the sandwich panel firewall by transferring the loads from the point of impact, through the joints and to the underlying constructional support frame.
- a first reinforcing member 108 is engaged with the tongue of the sandwich panel.
- a second reinforcing member 107 engages with the groove of the sandwich panel.
- the first and second reinforcing members 108 and 107 may be pre-installed in the factory or may be installed on site at the point of assembly of the firewall.
- the first and second reinforcing members may be a metal or metal alloy plate, such as a steel plate.
- the tongue of the sandwich panel can be formed by an overlap or fold in the shell element forming.
- the first reinforcing member 108 can be configured to hook or otherwise engage this overlap in the tongue 102 of the sandwich panel.
- the first reinforcing member has a J shaped cross section where the hook on the J engages with the tongue and the upright of the J extends beyond the tongue into the groove 101 of the adjacent panel.
- the extension beyond the tongue towards the groove is 6mm.
- the first reinforcing member can be a planar element, an S shaped element, a T shaped element, a Z shaped element, a U shaped element or the like.
- a single reinforcing member 108 can be used.
- a plurality of separate reinforcing members can be inserted along the longitudinal length of the tongue at the joint.
- the J shaped members can be for example 20 x 12mm, having a thickness of 1.5mm and a length of 235mm.
- the J shaped members can abut each other along the length of the tongue or can be separated at a distance from one another.
- the second reinforcing element 107 as shown in figure 2 is a planar element.
- the second reinforcing element comprises a steel plate of 20x2mm and extends along the full length of the panel/groove.
- the second reinforcing element can be a single piece or a plurality of pieces, for example two pieces inserted from either end of the panel and joined.
- Stitching screws 106 provide additional mechanical strength.
- the stitching screws engage the second reinforcing member 107, the groove, the cooperating tongue and the first reinforcing member 108.
- the combination of the first and second reinforcing members with the joint formed by the cooperating tongue and groove and the stitching screws or fixings provide the additional mechanical strength required to achieve the higher mechanical performance required.
- Stitching screws can be for example fastener type, SFS SX 14/20-S16-5 5x48. These stitching screws lock the metal sheets together.
- Stitching screws can be positioned at any interval along the length of the joint. In one configuration a distance of 120mm between adjacent stitching screws is implemented however it will be appreciated that it is not restricted as such.
- each panel additional joint support is provided at the opposing longitudinal ends of the tongue, i.e. at the ends of each panel.
- support plates 109 are connected through to the support system. Where multiple panels are arranged in a fire wall these additional joint support plates are provided at corners of the panel.
- an additional reinforcing member 111 is inserted into or formed as the male tongue and inserted between the shell element of the panel and the core material.
- This third reinforcing element can be a planar element, and can be a metal plate or alternative profile.
- the third reinforcing element or member has an approximate width of 50mm, height of 124mm and thickness of 2mm.This embodiment is not restricted as such and the element may extend along the full height of the panel or any portion thereof as shown in Figure 4 .
- This third reinforcing element can be referred to as a joint support steel plate.
- a plurality of fixings 110 are provided for connecting the third reinforcing member/joint support steel plate, the second reinforcing member 107 in the female joint and the support plate 109. The fixings engage the steel plate 109, the second reinforcing member 107 and the third reinforcing member at the joint. Additional fixings or fasteners engage the support plate 109 and the third reinforcing member extending away from the joint 105. Fasteners of the type TDBL T-8, 6x16 may be used however it will be appreciated that other fasteners may provide similar engagement functionality.
- the joint support plates 111 can be placed in every panel corner at the longitudinal ends of the panel as shown in Figure 5 .
- Figure 5 shows an end of the panel with joint support plates 109 and fixings and the reinforced joint with the stitching screws 106.
- the combination of the first and second reinforcing members and the stitching screws provide a reinforced panel for a firewall which exceeds performance previously possible with single layer fire walls. Combined with the joint support as described in figures 3 and 4 , a further performance is achieved and the mechanical and fire resistance of the panel further improved.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Panels For Use In Building Construction (AREA)
- Finishing Walls (AREA)
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Claims (16)
- Ein Sandwichpaneel (100) für eine Brandschutzwand bzw. -mauer, wobei das Sandwichpaneel einen Isolierkern aufweist, der zwischen einem ersten Schalen- bzw. Hüllelement (103) und einem zweiten Schalen- bzw. Hüllelement (103) angeordnet ist, wobei jedes Hüllelement eine Feder (102) an einem Ende des Paneels und eine Nut (101) am gegenüberliegenden Ende des Paneels aufweist, wobei die Feder eingerichtet ist, mit einer Nut eines ersten benachbarten Sandwichpaneels zusammenzuwirken, um eine erste Verbindung bzw. einen ersten Anschluss (105) zu bilden, und wobei die Nut eingerichtet ist, mit einer Feder eines zweiten benachbarten Sandwichpaneels zusammenzuwirken, um eine zweite Verbindung bzw. einen zweiten Anschluss (105) zu bilden, und wobei das Sandwichpaneel ferner für jedes Hüllelement Folgendes aufweist:ein erstes Verstärkungsglied (108), das mit der Feder in Eingriff steht, und ein zweites Verstärkungsglied (107), das mit der Nut am gegenüberliegenden Ende des Paneels in Eingriff steht, wobei das erste und das zweite Verstärkungsglied (107) Verstärkung jeweils der ersten und der zweiten Verbindung bereitstellen,dadurch gekennzeichnet, dassdas erste Verstärkungsglied einen ersten Abschnitt zum Eingreifen mit der Feder und einen zweiten Abschnitt aufweist, der sich in einem Abstand über die Feder hinaus und in die Nut des ersten benachbarten Sandwichpaneels hinein erstreckt, wenn das Sandwichpaneel mit dem ersten benachbarten Sandwichpaneel zusammenwirkt und wobei das zweite Verstärkungsglied ein ebenes Element ist.
- Das Sandwichpaneel (100) nach Anspruch 1, wobei das erste Hüllelement und das zweite Hüllelement aus Metall oder einer Metalllegierung gebildet sind.
- Das Sandwichpaneel (100) nach Anspruch 2, wobei die Dicke des Hüllelements im Bereich von 0,4 mm bis 0,9 mm liegt.
- Das Sandwichpaneel (100) nach einem der vorhergehenden Ansprüche,wobei das erste Verstärkungsglied eine Metallplatte, optional eine Stahlplatte, aufweist; und/oderwobei das zweite Verstärkungsglied (107) eine Metallplatte, optional eine Stahlplatte, aufweist.
- Das Sandwichpaneel (100) nach einem der vorhergehenden Ansprüche, wobei das Verstärkungsglied einen U-förmigen, J-förmigen, hakenförmigen, T-förmigen, Z-förmigen oder S-förmigen Querschnitt aufweist.
- Das Sandwichpaneel (100) nach einem der vorhergehenden Ansprüche, wobei eine Vielzahl von ersten Verstärkungsgliedern (108) mit der Feder (102) entlang der Längslänge des Sandwichpaneels in Eingriff steht.
- Das Sandwichpaneel (100) nach einem der vorhergehenden Ansprüche, wobei das zweite Verstärkungsglied (107) Abmessungen von etwa 20 mm x 2 mm aufweist.
- Das Sandwichpaneel (100) nach Anspruch 7, wobei sich die Nut entlang der Länge des Sandwichpaneels erstreckt und wobei sich das zweite Verstärkungsglied (107) entlang der Länge der Nut (101) erstreckt.
- Das Sandwichpaneel (100) nach Anspruch 7, wobei das zweite Verstärkungsglied (107) ein oder mehrere Verstärkungsglieder aufweist.
- Das Sandwichpaneel (100) nach einem der vorhergehenden Ansprüche, wobei sich die Feder (102) entlang der Länge des Sandwichpaneels erstreckt und ferner ein drittes Verstärkungsglied (109) aufweist, wobei das dritte Verstärkungsglied mit der Feder an den gegenüberliegenden Längsenden der Feder in Eingriff steht.
- Das Sandwichpaneel (100) nach Anspruch 10, wobei das dritte Verstärkungsglied das erste Verstärkungsglied (108) an den gegenüberliegenden Längsenden der Feder ersetzt.
- Das Sandwichpaneel (100) nach Anspruch 11, wobei das dritte Verstärkungsglied eine ungefähre Breite von 50 mm, eine Höhe von 124 mm und eine Dicke von 2 mm aufweist.
- Eine Verbindungs- bzw. Anschlussanordnung für eine Brandschutzwand bzw. -mauer, die mindestens zwei Sandwichpaneele (100) aufweist, wobei jedes Sandwichpaneel einen Isolierkern aufweist, der zwischen einem ersten Schalen- bzw. Hüllelement (103) und einem zweiten Schalen- bzw. Hüllelement (103) angeordnet ist, wobei jedes Hüllelement eine Feder an einem Ende des Paneels und eine Nut am gegenüberliegenden Ende des Paneels aufweist, wobei die Verbindungsanordnung Folgendes aufweist:ein erstes Verstärkungsglied (108), das mit der Feder des ersten der mindestens zwei Sandwichpaneele in Eingriff steht,ein zweites Verstärkungsglied (107), das mit der Nut des zweiten der mindestens zwei Sandwichpaneele in Eingriff steht,dadurch gekennzeichnet, dassdas erste Verstärkungsglied (108) einen ersten Abschnitt zum Eingreifen mit der Feder und einen zweiten Abschnitt aufweist, der sich in einem Abstand über die Feder hinaus und in die Nut des zweiten der mindestens zwei Sandwichpaneele hinein erstreckt und wobei das zweite Verstärkungsglied ein ebenes Element ist; undein Befestigungsmittel zum Anheften (106) der Brandschutzwand an eine Trägerstruktur, wobei das Befestigungsmittel so angeordnet ist, dass es mit dem ersten Verstärkungsglied (108), dem zweiten Verstärkungsglied (107), der Feder des ersten der mindestens zwei Sandwichpaneele und der Nut des zweiten der mindestens zwei Sandwichpaneele und der Trägerstruktur in Eingriff kommt und wobei das erste und das zweite Verstärkungsglied und das Befestigungsmittel eine Verbindung bzw. einen Anschluss (105) verstärken, die bzw. der durch den zusammenwirkenden Eingriff der Feder eines ersten der mindestens zwei Sandwichpaneele mit der Nut (101) eines zweiten der mindestens zwei Sandwichpaneele gebildet wird.
- Die Verbindungsanordnung nach Anspruch 13, die ferner eine Vielzahl von Befestigungsmitteln zum Eingreifen mit dem bzw. am dritten Verstärkungsglied aufweist.
- Die Verbindungsanordnung nach Anspruch 14, die ferner eine Trägerplatte aufweist, die zwischen der Vielzahl von Befestigungsmitteln und der Verbindung bzw. dem Anschluss (105) neben dem bzw. anliegend an das dritte Verstärkungsglied eingesetzt bzw. -gesteckt ist.
- Eine Feuerschutzwand bzw. -mauer, die eine Vielzahl von Sandwichpaneelen (100) aufweist, wobei jedes Sandwichpaneel einen Isolierkern aufweist, der zwischen einem ersten Schalen- bzw. Hüllelement und einem zweiten Schalen- bzw. Hüllelement angeordnet ist, wobei jedes Hüllelement eine Feder an einem Ende des Paneels und eine Nut am gegenüberliegenden Ende des Paneels aufweist, wobei die Feder eingerichtet ist, mit einer Nut eines benachbarten Paneels der Vielzahl von Sandwichpaneelen in Eingriff zu kommen, und wobei die Nut eingerichtet ist, mit einer Feder eines zweiten benachbarten Paneels der Vielzahl von Sandwichpaneelen in Eingriff zu kommen, wobei der zusammenwirkende Eingriff der Federn und Nuten eine Vielzahl von Verbindungen bzw. Anschlüssen bildet; und wobei die Brandschutzwand ferner Folgendes aufweist:eine Vielzahl von ersten Verstärkungsgliedern (108), die mit der Feder jeder der Vielzahl von Sandwichplatten in Eingriff steht;eine Vielzahl von zweiten Verstärkungsgliedern (107), die mit der Nut jeder der Vielzahl von Sandwichpaneelen in Eingriff steht;dadurch gekennzeichnet, dassdie ersten Verstärkungsglieder (108) einen ersten Abschnitt zum Eingreifen mit den jeweiligen Federn und einen zweiten Abschnitt aufweisen, der sich in einem Abstand über die jeweiligen Federn hinaus und in die Nut des anliegenden bzw. benachbarten Paneels der Vielzahl von Sandwichpaneelen hinein erstreckt und wobei die zweiten Verstärkungsglieder ebene Elemente sind; undBefestigungsmittel zum Anheften (106) der Vielzahl von Verbindungen bzw. Anschlüssen, wobei die Befestigungsmittel so angeordnet sind, dass jedes erste Verstärkungsglied (108) und jedes zweite Verstärkungsglied (107) mit den entsprechenden Verbindungen bzw. Anschlüssen (105) der Vielzahl von Verbindungen bzw. Anschlüssen in Eingriff stehen, und wobei das erste und das zweite Verstärkungsglied und das Befestigungsmittel die entsprechende Verbindung bzw. den entsprechenden Anschluss (105) verstärken.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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GB1809795.6A GB2574658B (en) | 2018-06-14 | 2018-06-14 | Single wall panel |
PCT/EP2019/065230 WO2019238691A1 (en) | 2018-06-14 | 2019-06-11 | Panel for a firewall |
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EP3807471A1 EP3807471A1 (de) | 2021-04-21 |
EP3807471B1 true EP3807471B1 (de) | 2022-10-19 |
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EP19731903.1A Active EP3807471B1 (de) | 2018-06-14 | 2019-06-11 | Paneel für eine feuerschutzwand |
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EP (1) | EP3807471B1 (de) |
DK (1) | DK3807471T3 (de) |
FI (1) | FI3807471T3 (de) |
GB (1) | GB2574658B (de) |
RU (1) | RU2752379C1 (de) |
UA (1) | UA125781C2 (de) |
WO (1) | WO2019238691A1 (de) |
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US4037377A (en) * | 1968-05-28 | 1977-07-26 | H. H. Robertson Company | Foamed-in-place double-skin building panel |
DE2600792A1 (de) * | 1976-01-10 | 1977-07-14 | Hoesch Werke Ag | Aus zwei metallischen deckschichten mit dazwischen angeordnetem kunstharzschaum bestehendes verbundelement |
US5092095A (en) * | 1991-06-11 | 1992-03-03 | Elite Aluminum Corporation | Metal-faced panels having water tight joints |
DE69322639T2 (de) * | 1992-12-28 | 1999-07-22 | Ig Tech Res Inc | Feuerbeständiges wärmeisolierendes paneel |
US5373678A (en) * | 1994-02-22 | 1994-12-20 | Hesser; Francis J. | Structural panel system |
EP0953086B1 (de) * | 1996-10-25 | 2003-03-12 | Paroc Group Oy Ab | Verbindungsanordnung und verfahren zu ihrer anwendung |
FI20022157A (fi) * | 2002-12-05 | 2004-06-06 | Rannila Steel Oy | Parannettu pontti kevyissä rakennuspaneeleissa |
KR200377961Y1 (ko) * | 2004-12-01 | 2005-03-11 | 주식회사기린산업 | 보강부재를 구비한 건축용 복합 판넬 |
SI1977054T1 (sl) * | 2006-01-26 | 2020-07-31 | Rockwool International A/S | Sendvič element |
WO2008074926A1 (en) * | 2006-12-21 | 2008-06-26 | Rautaruukki Oyj | Insulated panel and interlock mechanism thereof |
RU2373347C1 (ru) * | 2008-07-22 | 2009-11-20 | Федеральное государственное образовательное учреждение высшего профессионального образования "Сибирский федеральный университет" | Панель покрытия |
FI123413B (fi) | 2009-02-13 | 2013-04-15 | Paroc Oy Ab | Palomuuri |
CN101787754B (zh) * | 2010-02-23 | 2012-07-25 | 官木喜 | 一种轻体房屋的墙面板单元结构 |
KR101072607B1 (ko) * | 2011-04-25 | 2011-10-11 | 남정무 | 패널보강판재 및 이를 이용한 패널 |
FI20125458L (fi) | 2012-04-26 | 2013-10-27 | Paroc Oy Ab | Sandwich-paneeli ja paneelijärjestelmä |
US9499978B2 (en) * | 2012-10-03 | 2016-11-22 | Kingspan Insulated Panels, Inc. | Building wall panel |
CZ2013287A3 (cs) * | 2013-04-17 | 2014-10-29 | Kingspan A.S. | Spoj stavebních izolačních panelů, zejména protipožárních |
DE202013103694U1 (de) * | 2013-08-14 | 2014-11-17 | Tremco Illbruck Produktion Gmbh | Verbundplatte mit Dichtband |
RU151094U1 (ru) * | 2014-09-19 | 2015-03-20 | Общество с ограниченной ответственностью "Компания Металл Профиль" | Строительная панель (варианты) |
FI126229B (fi) * | 2015-08-12 | 2016-08-31 | Paroc Group Oy | Monikerroksinen saneerausrakennuselementti |
KR101628851B1 (ko) * | 2016-01-11 | 2016-06-09 | 주식회사기린산업 | 단열패널을 이용한 벽체구조 |
CN206477525U (zh) * | 2017-01-22 | 2017-09-08 | 天津市远东冷藏设备制造有限公司 | 一种耐火保温板 |
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2018
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2019
- 2019-06-11 RU RU2021100253A patent/RU2752379C1/ru active
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- 2019-06-11 WO PCT/EP2019/065230 patent/WO2019238691A1/en active Application Filing
- 2019-06-11 UA UAA202100104A patent/UA125781C2/uk unknown
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WO2019238691A1 (en) | 2019-12-19 |
FI3807471T3 (fi) | 2023-01-13 |
DK3807471T3 (da) | 2022-12-19 |
GB2574658B (en) | 2021-12-15 |
UA125781C2 (uk) | 2022-06-01 |
RU2752379C1 (ru) | 2021-07-26 |
EP3807471A1 (de) | 2021-04-21 |
GB2574658A (en) | 2019-12-18 |
GB201809795D0 (en) | 2018-08-01 |
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