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EP 1 948 881 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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15.07.2009 Bulletin 2009/29 |
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Date of filing: 23.10.2006 |
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International Patent Classification (IPC):
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International application number: |
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PCT/FI2006/050455 |
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International publication number: |
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WO 2007/057513 (24.05.2007 Gazette 2007/21) |
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WALL STRUCTURE
WANDKONSTRUKTION
STRUCTURE DE MUR
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Designated Contracting States: |
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AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE
SI SK TR |
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Priority: |
18.11.2005 FI 20055614
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Date of publication of application: |
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30.07.2008 Bulletin 2008/31 |
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Proprietor: Aker Yards Cabins Oy |
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21500 Piikkiö (FI) |
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Inventor: |
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- WACKER, Jarmo
FI-20780 Kaarina (FI)
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Representative: Gustafsson, Aulis Valdemar et al |
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AWEK Industrial Patents Ltd Oy
P.O. Box 230 00101 Helsinki 00101 Helsinki (FI) |
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References cited: :
EP-A- 0 878 390 DE-U- 20 012 649
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DE-A- 4 227 048
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Note: Within nine months from the publication of the mention of the grant of the European
patent, any person may give notice to the European Patent Office of opposition to
the European patent
granted. Notice of opposition shall be filed in a written reasoned statement. It shall
not be deemed to
have been filed until the opposition fee has been paid. (Art. 99(1) European Patent
Convention).
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[0001] The present invention relates to a wall structure, according to the preamble of claim
1, made of fire-resistant material and comprising at least two mainly rectangular
panel-like wall elements, which are adapted to be joined together by means of their
longer sides and which comprise a surface plate element as well as a support element
and an insulation element, which are to be attached thereto.
[0002] One previously known wall structure is disclosed in the publication
EP 878390 B1. In this structure a stiffener is arranged at one vertical edge of the wall elements
and both vertical edges are provided with a bend formed of a surface plate element,
whereby the bends of adjacent wall elements are supported by the stiffener of the
adjoining wall element. A supporting plate and an insulation plate secured to the
wall element are located between the stiffener and one bend, whereby the insulation
plate, which is important from the viewpoint of fire safety, covers only a part of
the wall structure. The structure requires separate joint strips for holding itself
together in the event of fire. Since the wall elements need to be joined together
by screws at the backside, the structure cannot be used in all applications.
[0003] An object of the present invention is to provide an improved multi-purpose wall structure,
which can be utilised especially in various applications onboard ships and similar
watercrafts, for instance as a structure of cabins and corridors, and is structurally
as simple, thin and lightweight as possible, economical to fabricate and easy to install.
Moreover, an object is to further improve the fire-resisting properties of the wall
structure.
[0004] The objects of the invention are achieved primarily as is disclosed in the appended
claim 1, and more closely as explained in the other claims.
[0005] According to the invention the support element, providing stiffening of the wall
element especially in the horizontal direction after installation of the wall element,
is arranged to be installed in the space between the surface plate element and said
recess and protrusion. The width of said recess and protrusion in the direction of
the normal of the wall element is selected so that an insulation element can be installed
on top of the support element, partially in the recess formed by the inner surface
of the protrusion, so that it is located in a partially overlapping position with
respect to said support element.
[0006] Since the edge bends are formed of the surface plate element itself, the fabrication
of the structure and its installation in place is easy, and neither separate support
elements nor stiffeners in the vertical direction are required. The structure does
not require utilisation of separate fixing members either for attaching the adjacent
wall elements together. In addition specifically in cabin applications it is sufficient
to use a wall element having only one surface plate element, the open back sides of
wall elements of adjacent cabin units being arranged opposite each other eliminating
the need for e.g. wall elements of closed cassette type. Likewise the wall elements
of this kind are with advantage applicable as separate corridor wall elements which
together with the wall elements serving as cabin inner walls provide for the complete
wall structure. All this makes the structure lightweight.
[0007] By arranging said recess and protrusion in the direction of the normal of the wall
element at a distance from the level of the inner wall of the metallic surface plate
element the support element can be installed in the space between the surface plate
element and said recess and protrusion.
[0008] When the width of said recess and protrusion in the direction of the normal of the
wall element is selected so that an insulation element can be installed on top of
the support element, partially in the recess formed by the inner surface of the protrusion,
the insulation element is located in a partially overlapping position with respect
to said support element. Further, as the support element and the insulation element
are arranged along the whole width of the inner surfaces of the edge bends of the
surface plate element, a continuous structure advantageous in terms of fire safety
is obtained.
[0009] In practise, the size of said overlapping portion is at least about 15 mm, most preferably
even more, so that a fire-technically advantageous structure is provided.
[0010] To facilitate the installation, at least one of the mutually cooperating overlapping
surfaces of said recess and of said protrusion are with advantage slightly sloped
so that they guide the wall elements into each other in a wedge like manner.
[0011] For further improvement of fire safety the bends of the wall element may be developed
so that they comprise two recesses at one of the longer sides arranged successively
in the direction of the normal of the wall element, between which recesses there is
a ridge-like protrusion and which overlap one another in the longitudinal direction
of the bend. Similarly, the other longer side is provided with two corresponding ridge-like
protrusions dimensioned so as to coincide with said recesses, between which protrusions
there is a recess and which overlap one another in the longitudinal direction of the
bend. In this way the overlapping may be increased and the structure stiffened.
[0012] In practise, the surface plate element, the support element and the insulation element
may preferably be joined together by gluing. If, in the event of fire, the glue layer
is burned away, the structure will, however, stay in its place due to said overlapping
structure of the elements.
[0013] The invention also relates to a wall element included in the above-described wall
structure, which element is characterised in that its longer sides are provided with
bends formed of the edges of the surface plate element, which bends are shaped and
dimensioned in one of the manners explained in the foregoing so that the wall element
can be installed so as to form a part of said wall structure. The wall element is
particularly characterised in that said bends are shaped so as to act as vertical
stiffeners of the wall element and together with the surface plate element provides
the vertical stiffening of the wall element as required.
[0014] In the following, the invention is explained by way of example with reference to
the appended schematic drawings, in which
- Figure 1 depicts a perspective rear view, partly in section, of a wall element included
in the wall structure according to the invention;
- Figures 2 and 3 show, as a sectional view in the direction of the shorter side of
the elements, how two adjacent wall elements included in the wall structure are joined
together;
- Figure 4 depicts the section IV-IV of Figure 3;
- Figures 5 and 6 show, as a sectional view in the direction of the shorter side of
the elements, how two adjacent wall elements included in the wall structure according
to the invention and provided with first alternative bend structures are joined together;
and
- Figures 7 and 8 show, as a sectional view in the direction of the shorter side of
the elements, how two adjacent wall elements included in the wall structure according
to the invention and provided with second alternative bend structures are joined together.
[0015] The reference number 1 in the drawings refers to a surface plate element forming
the outer surface of a wall element. One of its edges of the longer side forms a bend
1a and similarly the other edge of the longer side forms a bend 1b. The bends act
as vertical stiffeners of the wall element and are arranged so that bend 1a forms
a ridge-like protrusion 1c at the edge of one side of the wall element, whereas bend
1b forms a recess 1d at the edge of the other side of the wall element. The protrusion
1c and the recess 1d are arranged at a distance from the inner surface of the wall
element so that a space of suitable size remains between them, in which space a separate
support element 2, which stiffens the surface plate element 1 in the lateral direction,
is installed. Moreover, the protrusion 1c and recess 1d are dimensioned so that an
insulation element 3 to be installed on top of the support element 2 fits into the
inside recess of the protrusion 1c. Thus, the insulation element 3 partially overlaps
the support element 2, which is advantageous in view of holding the structure together
as well as regarding fire safety. Thereby, the elements 1, 2 and 3 may be secured
to one another by gluing without any substantial risk of the whole structure falling
apart in the event of fire, even if the glue layer should burn away.
[0016] Figures 2 and 3 show how two adjacent, structurally coinciding wall elements 1 and
1' of the wall structure are joined together by utilising bends 1a and 1b' at the
edge of their respective longer sides. The bends comprise surfaces 1e and 1f', which
are slightly sloped in order to wedge the bends into each other and thus facilitate
the installation of the wall elements. The protrusion 1c and recess 1d' are mutually
dimensioned and shaped so that they settle tightly inside each other. In this way,
a continuous fire-resistant wall structure is provided. The bends 1a and 1b' may,
if so desired, be further joined together by screws 4, but this is not necessary for
holding the structure together, but more or less a precautionary measure.
[0017] Figures 5 and 6 show one modification, and figures 7 and 8 another modification,
of the bends in the wall structure shown in figures 2 and 3 and how adjacent wall
elements provided with the modified bend structures are joined together. Also in these
bend solutions one of the longer sides is provided with two recesses 1g and 1h arranged
successively in the direction of the normal of the wall element, between which recesses
there is a ridge-like protrusion 1c and which, unlike in the solution according to
figures 2 and 3, overlap one another in the longitudinal direction of the bend. Similarly,
the other longer side is provided with two protrusions 1i' and 1j' dimensioned so
as to coincide with said recesses 1g and 1h, between which protrusions there is a
recess 1d' and which overlap one another in the longitudinal direction of the bend.
Figures 5 and 6, and on the other hand figures 7 and 8, illustrate mutually alternative
ways to provide the overlapping of the recesses and protrusions. These overlaps may
preferably be dimensioned so that the mutual overlapping of two protrusions 1i' and
1j' or two recesses 1g and 1h of the same bend is about 5 - 10 mm, as shown in figures
5 and 7, whereby the distance between the protrusion 1i' and the adjacent recess 1d',
or correspondingly between 1c and 1g, is about 20 - 25 mm at most.
[0018] The surface plate element may preferably be made of e.g. sheet steel. As shown in
the figures, the support element may, in a manner known per se, be made of corrugated
sheet, whereby the structure may be kept thin and lightweight. Depending on the application
and the required strength of the wall, their overall thickness may preferably be as
small as 5 - 10 mm. In the manner shown in figure 1, the surface plate element may
preferably be bent also at its shorter sides to cover the structure. As regards the
insulation plate 3, it may be made of any soft material, which is adequate in view
of fire safety and preferably also provided with good sound insulating properties.
The material may advantageously be for instance rock wool and the thickness of the
layer typically about 10 mm. Naturally, both fire safety and sound insulation are
improved, if two or more superimposed insulating layers are used.
[0019] Due to the solidity and lightness of the wall elements of the described wall structure,
they are easy to prefabricate and move to the construction site and further assemble
there to form the wall structure, which tends to reduce the costs and speed up the
erection stage.
[0020] The invention is not limited to the shown embodiment, but several variations are
conceivable within the scope of the appended claims.
1. A wall structure made of fire-resistant material comprising at least two mainly rectangular
panel-like wall elements, which are adapted to be joined together by means of their
longer sides and which comprise a surface plate element (1, 1') as well as a support
element (2, 2') and an insulation element (3, 3'), which are to be attached thereto,
whereby the longer sides of the wall elements are provided with bends (1a, 1b, 1b')
formed of the edges of the surface plate element, which comprise a groove-like recess
(1d, 1d') at one of the longer sides, and a ridge-like protrusion (1c) at the other
longer side, which protrusion is dimensioned so as to coincide with said recess, said
recess (1d, 1d') and protrusion (1c) being in the direction of the normal of the wall
element arranged at a distance from the level of the inner wall of the surface plate
element (1, 1'), characterised in that the support element (2, 2') is arranged to be installed in the space between the
surface plate element (1, 1') and said recess (1d, 1d') and protrusion (1c), and that
the width of said recess (1d, 1d') and protrusion (1c) in the direction of the normal
of the wall element is selected so that an insulation element (3, 3') can be installed
on top of the support element (2, 2',), partially in the recess formed by the inner
surface of the protrusion (1c), so that it is located in a partially overlapping position
with respect to said support element (2, 2').
2. A wall structure according to claim 1, characterised in that the size of said overlapping portion is at least about 15 mm, most preferably even
more, so that a fire-technically advantageous structure is provided.
3. A wall structure according to claim 1 or 2, characterised in that at least one of the mutually cooperating overlapping surfaces (1e, 1f, 1f') of said
recess (1d, 1d') and of said protrusion (1c) are slightly sloped so that they guide
the wall elements into each other in a wedge like manner.
4. A wall structure according to anyone of the preceding claims, characterised in that the bends (1a, 1b, 1b') of the wall element comprise at one of the longer sides two
recesses (1g, 1h) arranged successively in the direction of the normal of the wall
element, between which recesses there is a ridge-like protrusion (1c) and which overlap
one another in the longitudinal direction of the bend, and that the other longer side
is provided with two corresponding ridge-like protrusions (1i', 1j') dimensioned so
as to coincide with said recesses, between which protrusions there is a recess (1d')
and which overlap one another in the longitudinal direction of the bend.
5. A wall structure according to anyone of the preceding claims, characterised in that the support element (2, 2') and the insulation element (3, 3') are arranged along
the whole width of the inner surfaces of the edge bends (1a, 1b 1b') of the surface
plate element (1, 1').
6. A wall structure according to anyone of the preceding claims, characterised in that the surface plate element (1,-1'), the support element (2, 2') and the insulation
element (3, 3') are joined together by gluing.
7. A mainly rectangular panel-like wall element as defined in a wall structure according
to anyone of the preceding claims, characterised in that its longer sides are provided with bends (1a, 1b) formed of the edges of the surface
plate element (1), which bends are shaped and dimensioned as defined in one or several
of the preceding claims so that the wall element can be mounted so as to form a part
of the wall structure defined in the claims.
8. A mainly rectangular panel-like wall element as defined in a wall structure according
to claim 1, characterised in that its longer sides are provided with bends (1a, 1b) formed of the edges of the surface
plate element (1), which are shaped so as to act as vertical stiffeners of the wall
element and together with the surface plate element (1) provides the vertical stiffening
of the wall element as required.
1. Wandstruktur aus feuerbeständigem Material, die mindestens zwei hauptsächlich rechteckige
tafelartige Wandelemente umfasst, die dafür beschaffen sind, an ihren längeren Seiten
miteinander verbunden zu werden, und die ein Oberflächenplattenelement (1, 1') sowie
ein Stützelement (2, 2') und ein Isolierelement (3, 3'), die daran befestigt werden
sollen, umfassen, wobei die längeren Seiten der Wandelemente mit Biegungen (1a, 1b
1b') versehen sind, die aus den Kanten des Oberflächenplattenelements gebildet sind,
die eine nutartige Ausnehmung (1d, 1d') in einer der längeren Seiten und einen passfederartigen
Vorsprung (1c) an der anderen längeren Seite umfassen, wobei dieser Vorsprung so bemessen
ist, dass er mit der Ausnehmung zusammenpasst, wobei die Ausnehmung (1d, 1d') und
der Vorsprung (1c) in der Richtung der Normalen des Wandelements verlaufen und in
einem Abstand von der Ebene der Innenwand des Oberflächenplattenelements (1, 1') angeordnet
sind, dadurch gekennzeichnet, dass das Stützelement (2, 2') dafür konfiguriert ist, in dem Raum zwischen dem Oberflächenplattenelement
(1, 1') und der Ausnehmung (1d, 1d') und dem Vorsprung (1c) installiert zu werden,
und dass die Breite der Ausnehmung (1d, 1d') und des Vorsprungs (1c) in der Richtung
der Normalen des Wandelements so gewählt ist, dass ein Isolierelement (3, 3') auf
dem Stützelement (2, 2'), teilweise in der Ausnehmung, die durch die Innenfläche des
Vorsprungs (1c) gebildet wird, so installiert werden kann, dass es sich in einer teilweise
überlappenden Position mit Bezug auf das Stützelement (2, 2') befindet.
2. Wandstruktur nach Anspruch 1, dadurch gekennzeichnet, dass die Größe des überlappenden Abschnitts mindestens etwa 15 mm, ganz besonders bevorzugt
noch mehr, beträgt, so dass eine brandtechnisch vorteilhafte Struktur entsteht.
3. Wandstruktur nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass mindestens eine der miteinander zusammenwirkenden überlappenden Flächen (1e, 1f,
1f') der Ausnehmung (1d, 1d') und des Vorsprungs (1c) geringfügig geneigt sind, so
dass sie die Wandelemente keilartig ineinander führen.
4. Wandstruktur nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass die Biegungen (1a, 1b, 1b') des Wandelements auf einer der längeren Seiten zwei Ausnehmungen
(1g, 1h) umfassen, die hintereinander in der Richtung der Normalen des Wandelements
angeordnet sind, wobei zwischen diesen Ausnehmungen ein passfederartiger Vorsprung
(1c) angeordnet ist, und die einander in der Längsrichtung der Biegung überlappen,
und dass die andere längere Seite mit zwei entsprechenden passfederartigen Vorsprüngen
(1i', 1j') versehen ist, die so bemessen sind, dass sie mit den Ausnehmungen zusammenpassen,
wobei zwischen diesen Vorsprüngen eine Ausnehmung (1d') angeordnet ist, und die einander
in der Längsrichtung der Biegung überlappen.
5. Wandstruktur nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass das Stützelement (2, 2') und das Isolierelement (3, 3') entlang der gesamten Breite
der Innenflächen der Kantenbiegungen (1a, 1b, 1b') des Oberflächenplattenelements
(1, 1') angeordnet sind.
6. Wandstruktur nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass das Oberflächenplattenelement (1, 1'), das Stützelement (2, 2') und das Isolierelement
(3, 3') miteinander verleimt sind.
7. Hauptsächlich rechteckiges, tafelartiges Wandelement, das in einer Wandstruktur nach
einem der vorangehenden Ansprüche ausgebildet ist, dadurch gekennzeichnet, dass seine längeren Seiten mit Biegungen (1a, 1b) versehen sind, die aus den Kanten des
Oberflächenplattenelements (1) gebildet sind, wobei diese Biegungen, wie in einem
oder mehreren der vorangehenden Ansprüche definiert, so geformt und bemessen sind,
dass das Wandelement so montiert werden kann, dass es einen Teil der in den Ansprüchen
definierten Wandstruktur bildet.
8. Hauptsächlich rechteckiges, tafelartiges Wandelement, das in einer Wandstruktur nach
Anspruch 1 ausgebildet ist, dadurch gekennzeichnet, dass seine längeren Seiten mit Biegungen (1a, 1b) versehen sind, die aus den Kanten des
Oberflächenplattenelements (1) gebildet sind, die so geformt sind, dass sie als vertikale
Versteigungselemente des Wandelements wirken und zusammen mit dem Oberflächenplattenelement
(1) in der benötigten Weise die vertikale Versteifung des Wandelements bildet.
1. Structure de cloison constituée d'un matériau résistant au feu, comprenant au moins
deux éléments de cloison rectangulaires du genre cloison, qui sont adaptés pour être
reliés entre eux par leurs côtés plus longs et qui comprennent un élément de plaque
de surface (1, 1'), ainsi qu'un élément de support (2, 2') et un élément isolant (3,
3'), destinés à être fixés à celui-ci, les côtés les plus longs des éléments de cloison
étant pourvus de courbures (1a, 1b, 1b') formées par les bords de l'élément de plaque
de surface, qui comportent un renfoncement du genre rainure (1d, 1d') sur l'un des
deux côtés les plus longs, et une protrusion du genre saillie (1c) sur l'autre des
côtés les plus longs, ladite protrusion étant dimensionnée de manière à coïncider
avec ledit renfoncement, ledit renfoncement (1d, 1d') et ladite protrusion (1c) étant
disposés à une certaine distance du niveau de la paroi intérieure de l'élément de
plaque de surface (1, 1') dans la direction de la normale de l'élément de cloison,
caractérisée en ce que l'élément de support (2, 2') est conçu pour être installé dans l'espace entre l'élément
de plaque de surface (1, 1') et ledit renfoncement (1d, 1d') et ladite protrusion
(1c), et en ce que la largeur dudit renfoncement (1d, 1d') et de ladite protrusion (1c) dans la direction
de la normale de l'élément de cloison étant sélectionnée de manière à ce qu'un élément
isolant (3, 3') puisse être installé en haut de l'élément de support (2, 2'), partiellement
dans le renfoncement formé par la surface intérieure de la protrusion (1c), de sorte
qu'il se trouve dans une position partiellement chevauchante par rapport audit élément
de support (2, 2').
2. Structure de cloison selon la revendication 1, caractérisée en ce que la taille de ladite portion chevauchante est d'au moins environ 15 mm, de préférence
supérieure, de manière à fournir une structure techniquement avantageuse contre le
feu.
3. Structure de cloison selon l'une des revendications 1 ou 2, caractérisée en ce qu'au moins l'une des surfaces dudit renfoncement (1d, 1d') et de ladite protrusion (1c),
qui coopèrent en se chevauchant mutuellement (1e, 1f, 1f'), sont légèrement inclinées, de façon à guider les éléments de cloison les
uns dans les autres, à la manière d'un biseau.
4. Structure de cloison selon l'une quelconque des revendications précédentes, caractérisée en ce que les courbures (1a, 1b, 1b') de l'élément de cloison comprennent deux renfoncements
(1g, 1h) sur l'un de leurs côtés les plus longs, disposés successivement dans la direction
de la normale de l'élément de cloison, renfoncements entre lesquels se trouve une
protrusion du genre saillie (1c) et qui se chevauchent entre eux dans le sens longitudinal
de la courbure, et en ce que l'autre des côtés les plus longs est pourvu de deux protrusions correspondantes (1i',
1j') du genre saillies, dimensionnées de façon à coïncider avec lesdits renfoncements,
protrusions entre lesquelles se trouve un renfoncement (1d') et qui se chevauchent
entre elles dans le sens longitudinal de la courbure.
5. Structure de cloison selon l'une quelconque des revendications précédentes, caractérisée en ce que l'élément de support (2, 2') et l'élément isolant (3, 3') sont disposés le long de
toute la largeur des surfaces intérieures des courbures de bord (1a, 1b, 1b') de l'élément
de plaque de surface (1, 1').
6. Structure de cloison selon l'une quelconque des revendications précédentes, caractérisée en ce que l'élément de plaque de surface (1, 1'), l'élément de support (2, 2') et l'élément
isolant (3, 3') sont reliés entre eux par collage.
7. Elément essentiellement rectangulaire du genre panneau, tel que défini dans une structure
de cloison selon l'une quelconque des revendications précédentes, caractérisé en ce que ses côtés les plus longs sont pourvus de courbures (1a, 1b) formées par les bords
de l'élément de plaque de surface (1), lesdites courbures étant formées et dimensionnées
de la manière définie dans l'une ou plusieurs des revendications précédentes, de sorte
que l'élément de cloison puisse être monté de manière à former une partie de la structure
de cloison définie dans les revendications.
8. Elément essentiellement rectangulaire du genre panneau, tel que défini dans une structure
de cloison selon la revendication 1, caractérisé en ce que ses côtés les plus longs sont pourvus de courbures (1a, 1b) formées par les bords
de l'élément de plaque de surface (1), qui sont formées de manière à agir comme des
raidisseurs verticaux de l'élément de cloison et à assurer, ensemble avec l'élément
de plaque de surface (1), la rigidité verticale souhaitée de l'élément de cloison.
REFERENCES CITED IN THE DESCRIPTION
This list of references cited by the applicant is for the reader's convenience only.
It does not form part of the European patent document. Even though great care has
been taken in compiling the references, errors or omissions cannot be excluded and
the EPO disclaims all liability in this regard.
Patent documents cited in the description