[0001] The present invention relates to a prefabricated concrete panel with thermally insulating
or lightening layer.
[0002] Prefabricated concrete panels inside which there is a layer of thermally insulating
or lightening material are known. Such panels are generally constituted by two layers
of concrete which constitute the two larger faces of the panel, and concrete cross-members
are arranged between them and mutually connect the two larger faces; said cross-members
are alternated with cavities in which layers of low-density material are generally
placed to act as thermal insulators or lightening elements. The load-bearing function
of the panel, if required, is performed by reinforcement rods embedded in the concrete
cross-members which connect the panel larger faces.
[0003] Such known kinds of panel have some disadvantages.
[0004] In particular, the concrete cross-members which join the two opposite faces of the
panel provide thermal bridges between the two faces, considerably reducing the effectiveness
of the thermally insulating layer. Due to their structure with alternated solid portions
and empty portions, these known kinds of panel can furthermore be affected by possibly
considerable stresses due to the different thermal expansion of the parts which compose
them.
[0005] In many cases, in order to provide thermal insulation on the outer side of civil
or industrial buildings, a layer of thermally insulating material is applied to the
outer walls and is covered by means of single-layer concrete panels which are fixed
to the walls thus covered.
[0006] In this case, though there are no problems as regards thermal insulation or expansion
of the products, there is the disadvantage that finishing of the covering is required
to conceal the applied layer of thermally insulating material which is laterally visible
after application of the panels. Said finishing operations, with rather high costs,
are necessary, as well as for aesthetic reasons, also to prevent the insulating layer
from being attacked by rodents or birds and by the effects of weather.
[0007] The aim of the present invention is to solve the above described problems by providing
a prefabricated concrete panel which has high performance in terms of thermal and
acoustic insulation and of resistance to fire and to the effects of weather, without
requiring finishing operations after installation.
[0008] Within the scope of this aim, an object of the invention is to provide a panel which
is practically free from thermal bridges between the two opposite faces.
[0009] Another object of the invention is to provide a panel which has no significant stresses
due to thermal expansions.
[0010] Still another object is to provide a panel which can be manufactured in a simple
manner with conventional panel prefabrication systems with modest production costs.
[0011] This aim, these objects and others which will become apparent hereinafter are achieved
by a prefabricated concrete panel with thermally insulating or lightening layer, as
defined in claim 1.
[0012] The characteristics and advantages of the invention will become apparent from the
description of a preferred but not exclusive embodiment of the prefabricated panel
according to the invention, illustrated only by way of non-limitative example in
the accompanying drawings, wherein:
figure 1 is an exploded perspective view of a panel according to the invention with
the concrete parts omitted;
figure 2 is a schematic transverse sectional view of the panel according to the invention;
figure 3 is a sectional view, taken along a horizontal plane, showing the coupling
of two vertically arranged panels according to the invention; and
figure 4 is a sectional view, similar to figure 3, illustrating the coupling between
two panels provided according to a different embodiment of the invention;
figure 5 is an exploded perspective view of a different embodiment of the reinforced
frame.
[0013] With reference to figures 1 to 3, the panel according to the invention, generally
indicated by the reference numeral 1, comprises a reinforcement frame 2 which is substantially
constituted by two longitudinal profiled elements 3a and 3b and by two transverse
profiled elements 4a and 4b which substantially perimetrically delimit the panel.
The reinforcement frame 2 can be made of various materials, such as steel, thermosetting
plastic materials, materials additivated with resins and/or polymers, etc. Said reinforcement
frame can be made monolithically in a single pre-cast part or can be constituted,
as illustrated, by a plurality of parts which are coupled by means of bolts, by fixing
means, by gluing, by tying, by welding etc.
[0014] The profiled elements 3a, 3b, 4a and 4b are provided, on the mutually facing sides
of the reinforcement frame, with two wings 5 and 6 which are embedded in two concrete
layers 7 and 8 which constitute the larger faces of the panel. The two layers 7 and
8 are mutually spaced so as to define an interspace which is filled with a layer 9
of granular or compact, thermally insulating and/or lightening material which has
surface dimensions substantially equal to those of the panel. The layer 9 can be constituted,
for example, by polystyrene of any density, cork, foamed clay, polyurethane, rock
wool, materials made of mineral and/or polymer fibers, etc.
[0015] The two concrete layers 7 and 8 can be produced by simply using concrete or concrete
additivated with resins, mineral or polymer fibers according to the requirements.
[0016] Conveniently, in the case of medium- and large-length panels, additional stiffening
transverse profiled elements 10 are provided which are arranged substantially parallel
to the transverse profiled elements 4a and 4b and are fixed in the two concrete layers
7 and 8. The profiled elements 10 are fixed to the longitudinal profiled elements
3a and 3b similarly to the profiled elements 4a and 4b.
[0017] Reinforcement grids 11 and 12 are embedded in the two concrete layers 7 and 8 and
can be fixed to the wings 5 and 6 and possibly to longitudinal rods 13 supported by
the additional transverse profiled elements 10.
[0018] Grip elements 14 are appropriately provided along the longitudinal profiled elements
3a and 3b, protrude transversely and longitudinally from the panel and are useful
to move it. Said grip elements are also rigidly associated with the transverse profiled
elements 4a and 4b or with the transverse profiled elements 10 as well as to the longitudinal
profiled elements 3a and 3b.
[0019] In its basic embodiment, the panel can be obtained by means of a forming box 15 simply
constituted by a base plate 16 and by two appropriately shaped lateral shoulders 17
and 18, as illustrated in figure 2.
[0020] The panels thus obtained constitute load-bearing or self-supporting construction
elements, depending on the reinforcement frame 2 used, which are placed mutually adjacent
by means of coupling profiled elements 19 fixed to the profiled elements 3a, 3b, 4a,
4b which constitute the reinforcement frame.
[0021] According to the different embodiment illustrated in figure 4, the longitudinal or
transverse profiled elements which constitute the reinforcement frame, indicated by
the reference numerals 20 and 21, can affect substantially all the thickness of the
panel, acting as concrete containment element and making unnecessary the use of the
forming-box shoulders to form them.
[0022] In this case, furthermore, the profiled elements arranged on two opposite sides of
the panel externally have mutually associable configurations, in particular counter-shaped
configurations, for example of the male-female type, thus also avoiding the use of
coupling profiled elements 19.
[0023] The same reference numerals used in figures 1 to 3 have been kept in figure 4 for
the other elements which constitute the panel and are identical to those of the above
described basic embodiment.
[0024] According to the different embodiment illustrated in figure 5, the reinforcement
frame, indicated by the reference numeral 31, comprises perimetral profiled elements
32 and additional profiled elements 34 which have the same profile and are simply
obtained by bending. In this case, each profiled element 32, 34 has a substantially
I-shaped configuration in transverse cross section. Holes 33 are defined on the two
parallel wings 32a and 32b, 34a and 34b of said profiled element 32, 34 and are elongated
in a direction which is parallel to the longitudinal extension of said profiled elements;
said holes are used to mutually associate, by bolting, the profiled elements which
constitute the reinforcement frame.
[0025] Said holes 33 are conveniently arranged, on each of said wings 32a, 32b, 34a, 34b,
along two parallel rows, and the holes which belong to said two rows are mutually
offset parallel to the longitudinal extension of the respective profiled element to
facilitate positioning and assembly of the profiled elements and to obtain greater
precision in angle couplings.
[0026] The use of the profiled elements 32, by virtue of their particular configuration,
provides a greater flexural strength for the panel and an excellent fixing of the
profiled elements in the concrete.
[0027] Holes 35 are conveniently defined in the core 34c of the additional transverse profiled
elements 34 so as to provide a connection between the regions occupied by the layers
9. This connection makes the thermal conditions inside the panel uniform, particularly
with regard to the distribution of humidity inside the panel.
[0028] In practise it has been observed that the panel according to the invention fully
achieves the intended aim, since by virtue of the thermally insulating or lightening
layer substantially affecting the entire dimensions of the panel with no significant
discontinuities, high performance in terms of thermal and acoustic insulation, resistance
to fire and to the effects of weather is achieved without requiring any additional
operation after installation and with no disadvantages of any sort due to different
thermal expansions in the various parts which compose the panel.
[0029] The prefabricated panel thus conceived is susceptible to numerous modifications and
variations, all of which are within the scope of the inventive concept; all the details
may furthermore be replaced with technically equivalent elements.
[0030] In practise, the materials employed, as well as the dimensions, can be any according
to the requirements and to the state of the art.
[0031] Where technical features mentioned in any claim are followed by reference signs,
those reference signs have been included for the sole purpose of increasing the intelligibility
of the claims and accordingly, such reference signs do not have any limiting effect
on the scope of each element identified by way of example by such reference signs.
1. A prefabricated concrete panel with thermally insulating or lightening layer, characterized
by a reinforcement frame (2) including at least two longitudinal profiled elements
(3a, 3b; 20, 21; 32) and two transverse profiled elements (4a, 4b; 20, 21; 32), which
substantially perimetrically delimit said panel (1) and are fixed in two concrete
layers (7, 8) defining two larger faces of said panel, said two concrete layers (7,
8) being mutually spaced so as to define an interspace which accomodates a layer (9)
of thermally insulating or lightening material.
2. A prefabricated panel according to claim 1, characterized by additional stiffening
transverse profiled elements (10; 34) fixed in said two concrete layers (7, 8) and
rigidly associated with said longitudinal profiled elements (3a, 3b; 20, 21; 32).
3. A prefabricated panel according to claim 1, characterized in that reinforcement
grids (11, 12) are embedded in said two concrete layers (7, 8).
4. A prefabricated panel according to any of the preceding claims, characterized in
that grip elements (14) are provided along said two longitudinal profiled elements
(3a, 3b), said grip elements protruding from said panel (1) for moving it.
5. A prefabricated panel, according to any of the preceding claims, characterized
in that the profiled elements (20, 21) arranged on two opposite sides of said panel
(1) externally have mutually associable configurations.
6. A prefabricated panel according to any of the preceding claims, characterized in
that said reinforcement frame (2) substantially extends along the entire thickness
of the panel as perimetric panel containment element.
7. A prefabricated panel according to any of the preceding claims, characterized in
that said additional transverse profiled elements (10) carry longitudinal bars (13)
embedded in said two concrete layers (7, 8) and associated with said reinforcement
grids (11, 12).
8. A prefabricated panel, according to any of the preceding claims, characterized
in that said layer (9) of thermally insulating or lightening material is compact.
9. A prefabricated panel, according to any of claims 1-7, characterized in that said
layer (9) of thermally insulating or lightening material is in the granular state.
10. A prefabricated panel according to any of the preceding claims, characterized
in that said profiled elements (32, 34) have substantially the same approximately
I-shaped profile obtained by bending.
11. A prefabricated panel, according to claim 10, characterized in that holes (33)
are defined on two parallel wings (32a, 32b, 34a, 34b) of said I-shaped profiled elements
(32, 34) for mutual coupling of said profiled elements, said holes being elongated
in a direction which is parallel to the longitudinal extension of the respective profiled
element (32).
12. A prefabricated panel, according to claims 10 and 11, characterized in that said
holes (33) are arranged on each wing (32a, 32b) of the respective profiled element
(32, 34) along two mutually parallel rows, the holes which belong to one row being
longitudinally offset with respect to the holes of the other row.
13. A prefabricated panel, according to any of the preceding claims, characterized
in that said additional transverse profiled elements (34) have connecting holes (35)
for the regions of the panel occupied by said layer (9) of thermally insulating or
lightening material.