[0001] The present invention relates to the technical sector of building groups for realising
a building covering. These comprise building support elements (8) and multi-layer
building panels made of a composite material, also known as "sandwich panels", which
are typically used for coverings or industrial roofs. These known multi-layer building
panels can be planar (see figures 1-2) or curved (see figures 3-9) and comprise; three
layers, solidly constrained to one another, of which: a first layer (3) comprises
a first sheet; a second layer (4), which is thermally insulating, which is arranged
in contact with the a first layer (3); and a third layer (5), which comprises a second
sheet (151) made of a second building material. The third layer (5) is arranged in
contact when the second layer (4) on an opposite side to the first layer (3), with
respect to the second layer (4). The multi-layer building panel (1) has: a first and
a second coupling region (10, 11), also known as connecting regions (enclosed within
the dashed terminal areas of figure 1) both terminal and destined to couple, restingly,
respectively, with a first and a second support building element (8); and a covering
region (12), arranged between the first coupling region and the second coupling region
(10, 11), for superiorly closing the space comprised between the building support
elements (8). See, for example, as illustrated in figure 1. A terminal structural
element (6) is present in the coupling regions (10, 11) which element (6) joins the
third layer (5) to the first layer (3) and laterally delimits the second layer (4).
Typically, the terminal structural element (6) is in a single body with the second
sheet of the third layer (5) (see figure 5), but can also not be in a single body
with the sheet of the third layer (5), (see figure 7). Sometimes suitable supports
(16) can also be included which are interposed between the coupling portions and the
wing element (7) (see figure 6).
[0002] The building support elements (8), commonly used in building groups for realising
a building covering, with the aim of supporting the multi-layer building panels, can
consist of building beams, winged building beams (8) comprising a wing element (7)
(also known as a tile) arranged horizontal (see figure 4), or in a vertical wall which
can be, in turn, borne by the wing element (7). As can be observed in figure 4, a
known curved multi-layer building panel (2) has the first and the second coupling
region (10, 11) resting, respectively, on a first and a second wing element (7) belonging
to two horizontal and contiguous winged building beams (8). A multi-layer building
panel has a minimum inherent load-bearing capacity which does not depend on the fixing
thereof but on the structural and shape characteristics thereof. When the multi-layer
building panel is coupled resting on the two building support elements (8) but fixed
to neither thereof, it has a load-bearing capacity equal to the minimum inherent load-bearing
capacity thereof.
[0003] Once fixed to a pair of building support elements (8), the load-bearing capacity
of the fixed multi-layer building panel is greater than the minimum inherent load-bearing
capacity and varies, according to the number of fixing points, up to a maximum load-bearing
capacity.
[0004] A need has always been recognised to increase the load-bearing capacity of a fixed
multi-layer building panel and/or to increase the extension of the covering portion
to increase the distance (also known as a gap) between the first and the second support
building element. In fact, this would enable lightening the total mass of the coverings
and facilitating and accelerating the realising of the coverings.
[0005] As illustrated in figures 5-11, the coupling portions (10, 11) must be fixed to the
building support elements (8) by means of fixing elements (13) such as screws, dowels,
bolts etc., both for obtaining a load-bearing capacity of the fixed multi-layer building
panel greater than the minimum inherent load-bearing capacity of the not-fixed panel,
and to prevent the weight of the panel and any loads bearing thereon (for example
due to snow) from displacing the panel towards the longitudinal axis of a first winged
building beam (8) on which the first coupling portion (10) is rested. In this way,
in fact, a horizontal component of the weight of the multi-layer building panel (1)
is distributed on the fixing elements (13), as well as any loads bearing upon it,
and this prevents the panel from displacing towards the longitudinal axis of the first
winged building beam (8). Further, once a curved multi-layer building panel (1) has
been fixed to the first and second winged building beam (8), the fixing elements (13)
prevent it from deforming by flattening, beneath the action of any bearing loads,
causing a displacement of the first and the second coupling portion (or connecting
portion) (10, 11) with respect to the longitudinal axis, respectively, of the first
and second winged building beam (8).
[0006] The fixing elements (13) require at least the first coupling portion (10) to have
through-holes in which to insert the fixing elements. Over time, the horizontal component
of the weight of the panel, distributed on the fixing elements (13), tends to widen
the holes. Over time this leads to a less effective sealing action and a greater possibility
of infiltrations, internally of the room delimited by the multi-layer building panel
(2), coming from the widened holes. Note also that curved multi-layer building panels
(2) tend to flatten and this contributes to further widening the holes, further increasing
the possibility of infiltrations.
[0007] Additionally, once the multi-layer building panel (2) has been rested on the two
building support elements (8), it is not stabilised with respect to movements directed
towards the longitudinal axis of the winged building beam (8), i.e. having a horizontal
component, until the fixing elements are deployed. Therefore, the fixing operations
take place while the multi-layer building panel (2) can still displace with the above
movements. This can lead to a risk to the safety for the operatives working on the
fixing, who are operating on the covering, and, generally speaking, in the worksite.
Lastly, it is important to consider that the fixing of the multi-layer building panel
(1) to the first winged building beam (8) or to another support building element requires
numerous fixing elements (13), with consequent repercussions on the fixing times and
costs due to the necessary labour. There emerges, therefore, the need to reduce the
possibility of infiltrations in a room superiorly delimited by a multi-layer building
panel, and the risks, times and costs connected to the fixing of the multi-layer building
panel.
[0008] The aim of the present invention consists in reducing and/or obviating the above-cited
disadvantages with respect to the known building groups for realisation of a building
covering comprising multi-layer building panels and building beams and in proposing
solutions to the stated needs.
[0009] One of the main aims of the present invention consists in increasing, given same
sizes and type of layers and fixing points, the load-bearing capacity of a multi-layer
building panel of a building materials group comprising even two building beams, resting
thereon. A further main aim of the invention is to be able to increase the distance
between two support building elements, i.e. the two building beams of a building materials
group for realising a building covering, on which a single multi-layer building panel
is to be rested. An additional aim of the invention consists in reducing the possibility
of infiltrations in a room superiorly delimited by a building covering comprising
a building materials group having two building beams and at least a multi-layer building
panel. Another aim of the invention is to reduce the risks connected to the fixing
of a multi-layer building panel of the building materials group to the building beams.
A further aim of the invention consists in reducing the times and costs for fixing
a multi-layer building panel of a building materials group with the realising of a
covering and in general the realising of the covering comprising it. An additional
aim of the present invention consists in providing a building materials group comprising
two building beams and a multi-layer building panel, reliable and having relatively
modest costs with respect to the objectives which are set.
[0010] The aims and objectives outlined in the foregoing are according to a building materials
group for realising a building covering, comprising two building beams, a multi-layer
building panel, and according to independent claim 1.
[0011] By virtue of the presence of the connecting element and of the relative abutting
element, the multi-layer building panel comprised in the building materials group
for realising a building covering according to the invention, once positioned with
the first and the second coupling portion (which can also be defined connecting portions)
on the first and second building beam as defined in independent claim 1, or resting
on a wing element, respectively, of a first and a second winged building beam, enables
distributing on the building beams or on the relative wing elements a first and a
second horizontal component, opposite one another, of the weight thereof, and any
loads positioned thereon (for example snow, operatives working on the fixing work
thereof, etc.). Said loads must not, of course, exceed the load-bearing capacity of
the positioned multi-layer building panel. This prevents the panel from displacing
including when it is not fixed to the building beams or to the wing elements of the
winged building beams, in particular with movements having a horizontal component
and directed towards the longitudinal axis of the building beams, the winged building
beams, which comprise the wing element. In this way, the multi-layer building panel
does not require fixing elements for preventing displacements towards the beams. Therefore,
according to the invention, the fixing of the multi-layer building panel requires,
given a same surface covered thereby and other factors, an extremely low number of
fixing elements which is limited to only the fixing elements necessary only for the
purpose of preventing severe atmospheric events (strong wind) from being able to raise
the multi-layer building panel from the relative support elements. Consequently, according
to the invention, the times and costs relative to the fixing operations of the multi-layer
building panel of the building materials group according to the invention are lower
than the costs relative to the multi-layer building panel of known type comprised
in a building materials group of known type. The applicants estimate that, given an
equal surface of the multi-layer building panel, the building materials group according
to the invention might require, for the fixing in place of the multi-layer building
panel, a number of fixing elements equal to or less than three-fifths of what is required
by a known-type multi-layer building panel. According to the invention, the fixing
operations of a multi-layer building panel comprised in the building materials group
of the invention to the relative beams are more secure with respect to the those of
the building materials group of known type and comprising a known-type multi-layer
building panel. Given same dimensions and types of layers and fixing points of the
multi-layer building panel, the load-bearing capacity of a multi-layer building panel
of the building materials group of the invention, once fixed, is greater than that
of a multi-layer panel of known type in a building materials group of known type.
The building materials group of the invention thus enables increasing the distance
between the relative building support elements, i.e. between the building beams, lightening
the mass of the covering and facilitating and accelerating the realisation thereof.
[0012] In the following part of the present description, specific forms of actuation and
embodiments of the invention will be described, according to what is set down in the
claims and with the aid of the accompanying tables of drawings, in which figures 1-9
relate to the prior art and in particular:
figure 1 is a perspective view of a multi-layer building panel of known type;
figure 2 is a section view along a relative main plane of a further multi-layer building
panel of known type;
figure 3 schematically illustrates the load of a multi-layer building panel of known
type resting on two support elements;
figure 4 is a section view along a main plane of a further multi-layer building panel
of known type resting on two wing elements of two distinct horizontal winged building
beams; and
figure 5 is an enlarged view and not in scale of detail X of figure 4:
figures 6-9 are larger-scale views, not in scale, of a first coupling portion (or
connecting portion) of various multi-layer building panels of known type resting on
respective wing elements of winged building beams;
figure 12 is a section view along a main plane of a known building materials group
comprising a known-type multi-layer building panel which is not a part of the invention
resting on two wing elements of two distinctive horizontal winged building beams;
figure 13 is an enlarged view and not in scale of detail Y of figure 12; and figure
24 illustrates a multi-layer building panel which is not a part of the invention.
Figures 10-11 and 14-26 and 25-26 are, instead, relative to the invention, in which:
figure 10 is a section view along a main plane of a first embodiment of the building
materials group according to the invention comprising a known-type multi-layer building
panel resting on two wing elements of two distinct horizontal winged building beams
which are a part of the building materials group;
figure 11 is an enlarged view and not in scale of detail W of figure 10:
figures 14-18 are larger-scale views, not in scale, of details of the building groups
according to the invention illustrating a first coupling portion (or connecting portion)
of the multi-layer building panels comprised in the building groups and resting on
respective wing elements of winged building beams, also comprised in the building
groups;
figures 19-23 are larger-scale views, not in scale, of various components of various
embodiments of the multi-layer building panel comprised in the building materials
group of the invention; and
figures 25-26 are schematic views which illustrate respective embodiments of the building
materials group according to the invention.
[0013] Note that the sections of the multi-layer building panels comprised in the building
materials group (42) of the invention have been taken along a plane passing through
a fret of the relative first sheet. To improve the intelligibility of the figures,
the sections include no indication of the shadings and the thicknesses of the first
and second layer are not in scale.
[0014] With reference to figures 10-26, numerical reference (42) denotes the building materials
group of the invention (see figures 10, 25 and 26), and reference number (2) denotes
a multi-layer building panel made of a composite material comprised in the building
materials group (42). This comprises:
- A) at least a multi-layer building panel (2) made of a composite material in turn
comprising:
- a first layer (3) which in turn comprises a first sheet (160) made of a first building
material selected from a first building materials group constituted by: metal sheet;
metal sheet coated with a rust-proof metal alloy; galvanised metal sheet; painted
and galvanised metal sheet; steel sheet coated with a rust-proof metal alloy; galvanised
steel sheet; painted and galvanised steel sheet; stainless steel sheet; fibre-cement;
plastic reinforced by fiber glass; carbon fibre impregnated with polymerised resin;
and carbon fibre textiles impregnated with polymerised resin;
- a second layer (4), which is thermally insulating, which is arranged in contact with
the first layer (3) and is solidly constrained to the first layer (3);
- a third layer (5), which in turn comprises a second sheet (151) made of a second building
material selected from the first building materials group, wherein the third layer
(5) is arranged in contact with the second layer (4) on an opposite side to the first
layer (3), with respect to the second layer (4), and wherein the third layer (5) is
solidly constrained to the second layer (4);
- a first coupling region (10) and a second coupling region (11), both terminal and
destined to couple, restingly, respectively, with a first support building element
(8) and a second support building element (8, 90);
- a covering region (12) arranged between the first coupling region (10) and the second
coupling region (11) and solidly constrained thereto;
- a section which is transversal, with respect to the first coupling region (10), which
is arc-shaped, and which has a convex external edge,
wherein the first layer (3) is arranged at the convex external edge; and wherein the
first and the second coupling region (10, 11) each comprise a relative connecting
element (14), each of which extends from the first sheet (160) to the second sheet
(151) and is solidly constrained thereto, and comprises: a third sheet, which is made
of a third building material, selected from the first building materials group, and
comprises, in turn, at least a first abutting element (15, 16), which is selected
from: a first groove (15), which is accessible from outside the at least a multi-layer
building panel (2); and a protuberance (16);
- B) a first and a second building beam (8) (which obviously constitute two support
building elements), each of which comprising: a respective longitudinal axis (81);
and a second abutting element (17, 18) selected, respectively, between an abutment
portion (17), which is at least partially receivable in the first groove (15); and
a second groove (18), in which the protuberance (16) is at least partially receivable;
in which the first abutting element (15, 16) of the first and the second coupling
region (10, 11) is configured and arranged for, when the at least a multi-layer building
panel (2) is arranged with the first layer (3) facing upwards and resting on the first
and the second building beam (8) with the first and the second coupling portion (10,
11) coupled, resting, respectively, on the first and the second building beam (8)
(obviously with the first and the second coupling portion (10, 11) parallel to the
axes of the building beams), abutting, restingly, the second abutting element (17,
18), respectively of the first and the second building beam (8), distributing on the
first and the second building beam (8), respectively, a first and a second horizontal
component (Co), opposite one another, of the weight of the at least a multi-layer
building panel (2) so as to prevent the at least a multi-layer building panel (2)
from displacing towards the longitudinal axis (81), respectively, of the first and
the second building beam (8).
[0015] Obviously, when the first abutting element is the first groove (15), the second abutting
element (17, 18) is the abutment portion (17), while when the first abutting element
is the protuberance (16), the second abutting element (17, 18) is the second groove
(18).
[0016] A building materials group according to the invention is preferred in which the at
least a multi-layer building panel (2) has the second coupling region (11) identical
to the first coupling region (10).
[0017] In this case, but also when the coupling regions are different, it is preferable
for the first and second building beam (8) to be winged and respectively comprise
a first and a second wing element (7); wherein the first and second wing elements
(7) comprise the second abutting element (17, 18), respectively, of the first and
the second building beam (8). When the at least a multi-layer building panel (2) is
arranged with the first layer (3) facing upwards, the connecting element (14) of the
first coupling region (10) and the connecting element (14) of the second coupling
region (11) are couplable, restingly, respectively, with the first and second wing
element (7).
[0018] In this further embodiment of the building materials group of the invention the multi-layer
building panel (2) comprises:
- a first layer (3) which in turn comprises (and preferably is constituted by) a first
sheet (160) made of a first building material selected from a first building materials
group constituted by: metal sheet; metal sheet coated with a rust-proof metal alloy;
galvanised metal sheet; painted and galvanised metal sheet; steel sheet coated with
a rust-proof metal alloy; galvanised steel sheet; painted and galvanised steel sheet;
stainless steel sheet; fibre-cement; plastic reinforced by fiber glass; carbon fibre
impregnated with polymerised resin; and carbon fibre textiles impregnated with polymerised
resin;
- a second layer (4), which is thermally insulating, which is arranged in contact with
the first layer (3) and is solidly constrained to the first layer (3); and
- a third layer (5), which in turn comprises (and is preferably constituted by) a second
sheet (151) made of a second building material selected from the first building materials
group, wherein the third layer (5) is arranged in contact with the second layer (4)
on an opposite side to the first layer (3), with respect to the second layer (4),
and wherein the third layer (5) is solidly constrained to the second layer (4);
wherein the multi-layer building panel (2) has: a first coupling region (10); a second
coupling region (11), identical to the first coupling region (10), both terminal and
destined to couple, restingly, respectively, with a first support building element
(8) and a second support building element (8, 90); a covering region (12) arranged
between the first coupling region (10) and the second coupling region (11) and solidly
constrained thereto, a section which is transversal, with respect to the first coupling
region (10), which is arc-shaped, and which has a convex external edge, wherein the
first layer (3) is arranged at the convex external edge; wherein the first and the
second coupling region (10, 11) comprise a relative connecting element (14), each
of which extends from the first sheet (160) to the second sheet (151) and is solidly
constrained thereto, and wherein each connecting element (14), when the multi-layer
building panel (2) is arranged with the first layer (3) facing upwards, is destined
to couple, restingly, with a wing element (7) of a winged building beam (8), which
comprises a longitudinal axis (81). The connecting elements (14) each comprise: a
third sheet, which is made of a third building material, selected from the first building
materials group and comprises, in turn, at least a first abutting element (15, 16),
which is selected from: a first groove (15), which is accessible from outside the
multi-layer building panel (2); and a protuberance (16). The first abutting element
(15, 16) is configured and arranged in such a way that, when the second coupling portion
(11) is coupled restingly on the second support building element (8, 90); and the
connecting element (14) of the first coupling region (10) is arranged resting on a
wing element (7) of a first horizontal winged building beam (8) having a relative
longitudinal axis (81), wherein the wing element (7), in turn, comprises a second
abutting element (17, 18) (preferably terminal) selected from, respectively, an abutment
portion (17), (preferably terminal) of the wing element (7), which is at least partially
receivable in the first groove (15); and a second groove (18) (see figure 18), in
which the protuberance (16) is at least partially receivable, abuts the second abutting
element (17, 18) distributing, on the wing element (7), a horizontal component (Co)
of the weight of the multi-layer building panel (2) (see figures 24-25) (as well as
any gravitational loads arranged on the panel and smaller than the load-bearing capacity
of the panel). This is in order to prevent the multi-layer building panel (2) from
being able to move towards the longitudinal axis (81) of the first winged building
beam (8). In practice, this abutment prevents a horizontal sliding of the first coupling
portion (10) towards the longitudinal axis, and therefore constrains, on a relative
first side, the multi-layer building panel (2) to be resting on the wing element (7)
and on the second support building element (8, 90). According to a first embodiment,
when the second support building element is a second winged beam (8) (which is obviously
identical to the first winged beam, see figure 25) which has a longitudinal axis (81),
the multi-layer building panel (2) is arranged resting on the first and a second wing
element (7), respectively, of the first winged building beam (8) and of the second
winged building beam (8) distributing on the first and on the second wing element
(7), two horizontal components (Co) and opposite of the weight of the multi-layer
building panel (2) also to prevent the multi-layer building panel (2) from being able
to move towards the longitudinal axis (81) of the second winged building beam (8).
In this case, the multi-layer building panel (2) according to the invention is stabilised
with respect to horizontal movements thereof directed towards one of the two winged
building beams (8) and has, though not fixed, a load-bearing capacity that is greater
than the minimum inherent load-bearing capacity that it would have if arranged resting
on a support plane.
[0019] In the building materials group (42) according to the invention, the multi-layer
building panel (2) is curved and, as it has the two coupling regions (10, 11) as previously
defined (and optionally the second coupling region is identical to the first coupling
region - see figures 10 and 26), the multi-layer building panel (2) is also prevented
from deforming and flattening following loads bearing thereon. The first abutting
element is preferably the first groove (15), in particular as defined in the present
description.
[0020] Further, given the same characteristics, with the exclusion of the first abutting
element, the load-bearing capacity of the multi-layer building panel comprised in
the building materials group (42) of the invention not fixed to the wing element (7),
is greater than the load of the multi-layer building panel of known type and not fixed
to the wing element (7).
[0021] Like in the prior art, the covering portion (12) is destined to superiorly close
the space comprised between the building support elements, being the building beams
(8).
[0022] Obviously, and as illustrated in figures 10-11 and 14-23 and 25-26, the wing element
(7) is the one arranged proximal to the multi-layer building panel (2) and not the
one arranged distally thereto. The abutment portion (17) of the wing element (7) is
preferably the terminal portion of the wing element (7) as illustrated in figures
10-11 an 14-17, alternatively the abutment portion (17) of the building beam of the
winged building beam (8) can also be a further protuberance (not illustrated) comprised
in the building beam or the wing element of the winged building beam which extends
parallel to the longitudinal axis (81) of the building beam or the winged building
beam (8). The first, second and third structural building material are preferably
selected, independently of one another, from a second group of building materials
consisting of: metal sheet; metal sheet coated with a rust-proof metal alloy; galvanised
metal sheet; painted and galvanised metal sheet; steel sheet coated with a rust-proof
metal alloy; galvanised steel sheet; painted and galvanised steel sheet; stainless
steel sheet.
[0023] In general, the preferred building material is a metal sheet coated with a rust-proof
metal alloy or a painted and galvanised metal sheet. The rust-proof metal alloy can
be of various types and has protective characteristics for the metal sheet it covers.
It can preferably comprise aluminium, zinc and silicon. For the purposes of the invention
it is preferable to use "Aluzinc" sheets.
[0024] According to a preferred embodiment of the invention, the first abutting element
(15, 16) is the first groove (15), which, when the multi-layer building panel (2)
is arranged with the first layer (3) facing upwards, faces downwards. The first groove(15)
can be defined by a first abutting wall (19), preferably planar, and a second abutting
wall (20), preferably planar, which are inclined with respect to one another (see
figure 11). These abutting walls (19, 20) can advantageously be arranged inclined
by an angle comprised between 80° and 100°, preferably 85° and 95°, more preferably
an angle of 90°.
[0025] It is preferable for the building materials group (42) according to the invention
to comprise a multi-layer building panel (2), in which when it is resting with relative
connecting portions on a support plane (not illustrated), the first abutting wall
(19) of the first groove (15) is arranged parallel to the plane and, more preferably,
the second abutting wall (20) is arranged perpendicularly to the plane and facing
outwardly.
[0026] In a further embodiment of the invention, the first abutting element (15, 16) is
the protuberance (16) (see figure 18). It can be advantageously defined by three abutting
walls, preferably planar, which are preferably: a third abutting wall; a fourth abutting
wall, which originates from the third abutting wall and is inclined, with respect
to the third wall, by an obtuse angle; and a fifth abutting wall, which originates
from the fourth abutting wall, and is inclined, with respect to the fourth wall, by
an obtuse angle, in order to facilitate the receiving of the protuberance (16) in
the second groove (18) of the wing element (7) of the winged building beam (8), acting
in this way as a guide for the coupling between the first portion and the wing element
(7).
[0027] The second groove (18) can advantageously be complementarily profiled to the protuberance
(16). The second groove can be constituted by a continuous rib which extends along
a side of the multi-layer building panel (2) but can also be constituted by a plurality
of projections, discontinuous from one another. In this case, the first or the second
coupling portion (or connecting portion) (10,11) might advantageously couple with
a building beam or a wing element (7) of a winged building beam (8) having a plurality
of grooves, discontinuous with one another, complementarily profiled to the projections
so as to prevent movements of the multi-layer building panel (2) in a parallel direction
to the building beam or to the winged building beam (8).
[0028] When the abutting element is the first groove (15), in the covering region (12) the
second layer (4) has a first minimum thickness which is constant. In this case, at
least the first coupling region (10) has: a first portion, which extends from the
covering region (12) to the first groove (15), and which has a second minimum thickness
which is greater than the first minimum thickness; and a second portion, which is
arranged at the groove, which has a third minimum thickness which is lower than the
second minimum thickness and which, optionally, is identical to the first minimum
thickness. A third portion can advantageously be provided which originates from the
first groove (15), on the opposite side to the second portion, and which has a fourth
minimum thickness which is greater than the third minimum thickness. This is with
the purpose of preventing, at the first coupling portion (or connecting portion),
impacting on the insulating capacity of the multi-layer building panel (2) and then,
of guaranteeing the continuity of heat insulation. This is required by the existing
standards in the sector.
[0029] When the first sheet (160) is fretted or corrugated, the minimum thicknesses of the
second layer (4), are those relative to the areas without frets or the areas arranged
at the concavities of the corrugation. When, instead, the first sheet (160) is not
fretted, corrugated or profiled in another way, the minimum thicknesses are constant.
The thickness of the second layer (4) preferably has a progressively increasing thickness
in a direction which extends from the covering region (12) to the first groove (15);
more preferably it has an increase in thickness that is constant along that direction,
but it can also have a first value of increase in thickness along the direction proximally
to the covering region (12), and a second value of increase in thickness along the
direction that is smaller than the first, proximally to the first groove (15). Therefore
the inclination of the external wall of the connecting element (14) will have portions
with a different inclination in proximity of the first groove (15).
[0030] According to an aspect of the invention, when the first abutting element is the protuberance
(16), the second layer (4), with the exception of at the protuberance (16), a first
minimum thickness which is constant.
[0031] As illustrated in figures 10-11 and 14-19 and 25, the first layer (3) can project
from the first coupling region (10) and/or from the second coupling region (11) in
order to protect them from atmospheric agents, in particular from the rain and snow.
For this purpose it can form a flap (21) (see figure 11).
[0032] Considering a known building materials group and a building materials group (42)
of the invention, in which the second coupling region (11) is identical to the first
coupling region (10), with the relative panels not fixed to the relative building
support elements (8), i.e. the building beams, at which the following are supported
(figures 3 and 26), the multi-layer building panel of the building materials group
(42) according to the invention, owing to the connecting element (14), has horizontal
constraints, which in figure 26 are denoted by numerical reference (24). The horizontal
constraints (24) not only prevent horizontal displacements thereof but also lead to
an increase in the relative load-bearing capacity from (P) to (aP) where α is greater
than 1. This enables increasing the covering gap, i.e. the distance between the first
and second building beam or between the first and second building beam (8), consequently
lightening the total mass of the covering with respect to the known art.
[0033] The third sheet of the connecting element (14) can advantageously not be realised
in a single body with the second sheet (151) (see figures 21-23), or with the first
sheet (160). In a preferred aspect of the invention, the third sheet of the connecting
element (14) is not realised in a single body with the second sheet (15) i.e. it is
separate, from the second sheet (151) (see figures 19-20) and/or from the first sheet
(160). In both cases, optionally and preferably, the first building material and/or
the second building material and/or the third building material are selected, independently
of one another, from a second group of building materials consisting of: metal sheet;
metal sheet coated with a rust-proof metal alloy; galvanised metal sheet; painted
and galvanised metal sheet; steel sheet coated with a rust-proof metal alloy; galvanised
steel sheet; painted and galvanised steel sheet; stainless steel sheet, wherein the
second layer (4) comprises a thermally insulating material selected from among: expanded
polyurethane; expanded polystyrene; glass wool; cellulose; rock wool and polyester
fibre. In this case the first sheet can preferably be fretted or corrugated.
[0034] Independently of the conformation of the multi-layer building panel (2) comprised
in the building materials group (42) according to the invention, it is preferable
for the first sheet (160), the second sheet (151) and the third sheet to be metal
sheets and for the second layer (4) to be made of an expanded polyurethane. In this
way, it is possible to manufacture the multi-layer building panel (2), comprised in
the building materials group (42) of the invention, using a lower mould and a corresponding
upper mould in which the following are arranged, in contact with the internal walls
of the moulds: the first sheet (160), the second sheet (15); the third sheet for the
first coupling portion (10); and, the coupling (10) of a further third sheet for the
second coupling portion (11). Note that the third sheet and the further third sheet
can be, or may not be, realised in a single body with the first sheet (160), or with
the second sheet (151) and can be appropriately profiled with a groove (15) or a protuberance
(16). In a case in which the second coupling portion (10) is different to the first
coupling portion (10), the first sheet (160) or the second sheet (151) can be shaped
so as to laterally close the multi-layer building panel (2) at the second coupling
portion (10). Alternatively, a terminal structural element can also be arranged, separately
(not illustrated), which will join the third layer (5) to the first layer (3) and
will laterally delimit the second layer (4). The two moulds, once coupled to one another,
will have shapes and dimensions such as to define between them a space for the injection
of a suitable quantity of a precursor material of the expanded polyurethane. Once
the expanded polyurethane has been formed, it will function as a glue for making the
following mutually solid to one another: the first sheet (160), the second sheet (15);
the third sheet; and, in a case in which the second coupling portion is identical
to the first coupling portion (10), the further third sheet.
[0035] It is however possible to manufacture the multi-layer building panel (2) comprised
in the building materials group (42) according to the invention making mutually solidly
constrained (for example using glues and pressing): the first sheet (160), the pre-constituted
second layer (4), the second sheet (15), the third sheet, a possible further third
sheet or the terminal structural element. In this case, it is preferable for the pre-constituted
layer to be made of expanded polystyrene, glass wool, rock wool, cellulose and polyester
fibre but might also be made of expanded polyurethane.
[0036] Advantageously, in all the embodiments of the building materials group (42) according
to the invention and illustrated in the foregoing, the first sheet (160) of the multi-layer
building panel (2) can be fretted (as illustrated in figures 10-26), corrugated or
profiled in another way with the aim of increasing the minimum inherent load-bearing
capacity of the multi-layer building panel (2), with the frets or the corrugations
perpendicular to the first and second coupling portion (11, 10). The invention also
relates to a building covering comprising a building materials group (42) according
to the invention, in which the at least a multi-layer building panel (2) is arranged
with the first layer (3) facing upwards and is resting on the first and the second
building beam (8) with the first and the second coupling portion (10, 11) coupled
and resting, respectively, on the first and the second building beam (8) (obviously
with the first and the second coupling portion (10, 11) parallel to the axes of the
building beams), and abut the second abutting element (17.18), respectively of the
first and the second building beam (8), distributing on the first and the second building
beam (8), respectively, the first and second horizontal component (Co), opposite one
another, of the weight of the at least a multi-layer building panel (2) preventing
the at least a multi-layer building panel (2) from displacing towards the longitudinal
axis (81), respectively, of the first and the second building beam (8).
[0037] In the building covering, the first and second building beam (8) are preferably winged
and respectively comprise a first and a second wing element (7); in which each of
the first and second wing element (7) comprise the second abutting element (17, 18),
respectively, of the first and the second building beam (8); and wherein the connecting
element (14) of the first coupling region (10) and the connecting element (14) of
the second coupling region (11) are couplable, restingly, respectively, with the first
and second wing element (7).
1. A building materials group for realising a building covering, the building materials
group (42) comprising:
A) at least a multi-layer building panel (2) made of a composite material in turn
comprising:
- a first layer (3) which in turn comprises a first sheet (160) made of a first building
material selected from a first building materials group constituted by: metal sheet;
metal sheet coated with a rust-proof metal alloy; galvanised metal sheet; painted
and galvanised metal sheet; steel sheet coated with a rust-proof metal alloy; galvanised
steel sheet; painted and galvanised steel sheet; stainless steel sheet; fibre-cement;
plastic reinforced by fiber glass; carbon fibre impregnated with polymerised resin;
and carbon fibre textiles impregnated with polymerised resin;
- a second layer (4), which is thermally insulating, which is arranged in contact
with the first layer (3) and is solidly constrained to the first layer (3);
- a third layer (5) which in turn comprises a second sheet (151) made of a second
building material selected from the first building materials group, wherein the third
layer (5) is arranged in contact with the second layer (4) on an opposite side to
the first layer (3), with respect to the second layer (4), and wherein the third layer
(5) is solidly constrained to the second layer (4);
- a first coupling region (10) and a second coupling region (11), both terminal and
destined to couple, restingly, respectively, with a first support building element
(8) and a second support building element (8, 90);
- a covering region (12) arranged between the first coupling region (10) and the second
coupling region (11) and solidly constrained thereto;
- a section which is transversal, with respect to the first coupling region (10),
which is arc-shaped, and which has a convex external edge,
wherein the first layer (3) is arranged at the convex external edge; and wherein the
first and the second coupling region (10, 11) each comprise a relative connecting
element (14), each of which extends from the first sheet (160) to the second sheet
(151) and is solidly constrained thereto, and comprises: a third sheet, which is made
of a third building material, selected from the first building materials group, and
comprises, in turn, at least a first abutting element (15, 16), which is selected
from: a first groove (15), which is accessible from outside the at least a multi-layer
building panel (2); and a protuberance (16);
B) a first and a second building beam (8), each of which comprising: a respective
longitudinal axis (81); and a second abutting element (17, 18) selected, respectively,
between an abutment portion (17), which is at least partially receivable in the first
groove (15); and a second groove (18), in which the protuberance (16) is at least
partially receivable;
in which the first abutting element (15, 16) of the first and the second coupling
region (10, 11) is configured and arranged, when the at least a multi-layer building
panel (2) is arranged with the first layer (3) facing upwards and resting on the first
and the second building beam (8) with the first and the second coupling portion (10,
11) coupling resting, respectively, on the first and the second building beam (8),
abutting, restingly, the second abutting element (17, 18), respectively of the first
and the second building beam (8), distributing on the first and the second building
beam (8), respectively, a first and a second horizontal component (Co), opposite one
another, of the weight of the at least a multi-layer building panel (2) to prevent
the at least a multi-layer building panel (2) from displacing towards the longitudinal
axis (81), respectively, of the first and the second building beam (8).
2. The building materials group of the preceding claim, wherein the at least a multi-layer
building panel (2) has the second coupling region (11) identical to the first coupling
region (10).
3. The building materials group of claim 1 or 2, wherein the first and second building
beam (8) are winged and comprise, respectively, a first and a second wing element
(7); wherein the first and second wing elements (7) comprise the second abutting element
(17, 18), respectively, of the first and the second building beam (8); wherein, when
the at least a multi-layer building panel (2) is arranged with the first layer (3)
facing upwards, the connecting element (14) of the first coupling region (10) and
the connecting element (14) of the second coupling region (11) are couplable, restingly,
respectively, with the first and second wing element (7).
4. The building materials group of any one of the preceding claims, wherein the first
abutting element (15, 16) is the first groove (15), which, when the at least a multi-layer
building panel (2) is arranged with the first layer (3) facing upwards, faces downwards,
and wherein the first groove (15) is defined by a first planar abutting wall (19)
and a second planar abutting wall (20) which are inclined with respect to one another
by an angle comprised between 85° and 95°, preferably by an angle of 90°.
5. The building materials group of the preceding claim, wherein, when the at least a
multi-layer building panel (2) is resting with the first and the second coupling portion
on a support plane, the first planar wall of the first groove (15) is arranged parallel
to the rest plane and the second wall is arranged perpendicularly to the rest plane.
6. The building materials group of any one preceding claim, wherein the first abutting
element (15, 16) is the first groove (15), in which in the covering region (12) the
second layer (4) has a first minimum thickness which is constant; and wherein at least
the first coupling region (10) has: a first portion which extends from the covering
region (12) to the first groove (15) and which has a second minimum thickness which
is greater than the first minimum thickness; and a second portion, which is arranged
at the groove, which has a third minimum thickness which is lower than the second
minimum thickness and which, optionally, is identical to the first minimum thickness
to guarantee the continuity of heat insulation of the at least a multi-layer building
panel (2).
7. The building materials group of any one preceding claim, wherein the abutment portion
(17) is a further protuberance comprised in the building beam or in the wing element
of the winged building beam which extends parallel to the longitudinal axis (81),
respectively, of the first and/or the second building beam or of the first and the
second winged building beam (8).
8. The building materials group of claim 1, wherein the first abutting element (15, 16)
is the protuberance (16), which is defined by: a third planar abutting wall, a fourth
planar abutting wall which originates from the third abutting wall and is inclined,
with respect to the third planar wall, by an obtuse angle; and a fifth planar abutting
wall, which originates from the fourth abutting wall, and is inclined, with respect
to the fourth planar wall, by an obtuse angle, in order to facilitate the receiving
of the protuberance (16) in the second groove (18) of the wing element (7) of the
winged building beam (8).
9. The building materials group of any one preceding claim, wherein the third sheet of
the connecting element (14) is not realised in a single body with the second sheet
(151) or with the first sheet (160), and wherein, optionally the first sheet (160),
the second sheet (151) and the third sheet, are, respectively, a first metal sheet,
a second metal sheet and a third metal sheet.
10. The building materials group of any one preceding claim, wherein the first building
material and/or the second building material and/or the third building material are
selected, independently of one another, from a second group of building materials
consisting of: metal sheet; metal sheet coated with a rust-proof metal alloy; galvanised
metal sheet; painted and galvanised metal sheet; steel sheet coated with a rust-proof
metal alloy; galvanised steel sheet; painted and galvanised steel sheet; stainless
steel sheet, wherein the second layer (4) comprises a thermally insulating material
selected from among: expanded polyurethane; expanded polystyrene; glass wool; cellulose;
rock wool and polyester fibre, and wherein, optionally, the first sheet is fretted
or corrugated.
11. The building materials group of any one preceding claim, wherein, in the at least
a multi-layer building panel (2), the first layer (3) projects from the first coupling
region (10) and/or from the second coupling region (11) in order to protect the regions
(10, 11) from atmospheric agents.
12. The building materials group of any one preceding claim, wherein, in the at least
a multi-layer building panel (2), the first sheet (160) is fretted or corrugated with
the aim of increasing the minimum inherent load-bearing capacity of the at least a
multi-layer building panel (2), with the frets or the corrugations perpendicular to
the first and second coupling portion (11, 10).
13. A building covering comprising a building materials group according to any one of
preceding claims 1 to 11 wherein the at least a multi-layer building panel (2) is
arranged with the first layer (3) facing upwards and is resting on the first and the
second building beam (8) with the first and the second coupling portion (10, 11) being
coupled and resting, respectively, on the first and the second building beam (8),
and abutting the second abutting element (17, 18), respectively of the first and the
second building beam (8), distributing on the first and the second building beam (8),
respectively, the first and second horizontal component (Co), opposite one another,
of the weight of the at least a multi-layer building panel (2) preventing the at least
a multi-layer building panel (2) from displacing towards the longitudinal axis (81),
respectively, of the first and the second building beam (8).
14. The building covering of the preceding claim, wherein the first and second building
beam (8) are winged and comprise respectively, a first and a second wing element (7);
in which each of the first and second wing element (7) comprises the second abutting
element (17, 18), respectively, of the first and the second building beam (8); and
wherein the connecting element (14) of the first coupling region (10) and the connecting
element (14) of the second coupling region (11) are couplable, restingly, respectively,
with the first and second wing element (7).