[0001] The present invention relates to a prefabricated modular structure for the construction
of industrial and/or civil buildings, such as buildings used for production, agriculture,
commerce or for social and/or recreational uses.
[0002] Buildings are known in which the roofing is provided by means of self-supporting
reinforced-concrete prefabricated elements, or roofing beams, which are supported
by the supporting framework of the building and in turn can support an upper roofing
on their exterior.
[0003] Said framework is substantially constituted by a frame of supporting pillars which
are joined peripherally by closure walls and are connected one another by primary
supporting beams which support the roofing elements.
[0004] Conventional roofing elements generally have a longitudinal central channel for water
collection being delimited by two lateral wings which diverge outwardly.
[0005] The lateral wings can have pairs of longitudinal ridges on which corrugated roofing
panels, made for example of fiber-reinforced cement, are fixed, delimiting a cavity
for air circulation and for the insertion of insulating material.
[0006] These roofing elements can be arranged side by side or be spaced one another with
a specific center distance; the free space between two successive elements can be
covered by way of secondary upper roofing means which are constituted, for example,
by skylights, curved slabs or sheds.
[0007] These conventional buildings are not free from drawbacks, including the fact that
their construction requires the presence of several components (at least four), of
which some have merely structural functions and others have merely a covering function;
they are substantially constituted by the pillars, by the supporting beams, by the
roofing elements and by the panels and/or any secondary upper covering means (skylights,
slabs or the like), each of which has to be designed, manufactured, transported and
installed; accordingly, the costs for production and for labor use are high, transportation
is awkward and onerous, and consumption of the materials used is considerable.
[0008] The aim of the present invention is to eliminate the above-noted drawbacks of conventional
buildings by providing a prefabricated modular structure for the construction of industrial
and/or civil buildings which allows to simplify the construction of buildings and
the provision of their roofings, to reduce production and installation costs, to limit
the use of labor, to contain the waste of material and to facilitate operations for
transporting and assembling the elements that constitute said buildings.
[0009] Another advantage of the present invention is that it allows to build structures
having characteristics in terms of space occupation, load-bearing capacity, protection,
thermal insulation, lighting and systems which can be adapted and are suitable to
meet the different requirements of the individual situation.
[0010] Within the scope of this aim, an object of the present invention is to provide a
structure which is simple, relatively easy to provide in practice, safe in use, effective
in operation and relatively low in cost.
[0011] This aim and this and other objects are achieved by the present prefabricated modular
structure for the construction of industrial and/or civil buildings, characterized
in that it comprises a plurality of parallel rows of mutually aligned supporting pillars,
a plurality of corresponding rows of roofing beams being mutually aligned and connect
said pillars in pairs, and a plurality of finishing elements which are arranged side
by side and substantially transversely to the longitudinal extension of said beams,
so that their respective ends rest on two contiguous rows of said beams.
[0012] Further characteristics and advantages of the present invention will become better
apparent from the detailed description of a preferred but not exclusive embodiment
of a prefabricated modular structure for the construction of industrial and/or civil
buildings, illustrated only by way of non-limitative example in the accompanying drawings,
wherein:
Figure 1 is a perspective view of the inside of a portion of a building constructed
with a prefabricated modular structure according to the invention;
Figure 2 is an exploded top perspective view of a supporting pillar, of two roofing
beams and of two finishing elements of the structure according to the invention;
Figure 3 is an exploded bottom perspective view of the supporting pillar and of the
two roofing beams of Figure 2;
Figure 4 is an exploded top perspective view of a terminal supporting pillar and of
the corresponding roofing beam of the structure according to the invention.
[0013] With reference to the figures, 1 generally designates a building constructed with
a prefabricated modular structure 2 for the construction of industrial and/or civil
buildings, according to the invention.
[0014] The structure 2 comprises multiple mutually parallel rows 3 of supporting pillars
4 being mutually aligned so as to constitute a frame for supporting a plurality of
corresponding rows 5 of roofing beams 6 which are mutually aligned and connect the
pillars 4 in pairs, and a plurality of elements 7 for finishing the roofing of the
building 1, whose respective ends rest on two contiguous rows 5 of beams 6; the finishing
elements are arranged mutually side by side and substantially transversely to the
longitudinal extension of said beams 6.
[0015] Advantageously, the rows of pillars 4 and of beams 6 run parallel to the width of
the building 1; the finishing elements 7 are instead arranged parallel to the length
of the building 1 and are perpendicular to the longitudinal axis of the beams 6.
[0016] Intermediate pillars 4a and terminal pillars 4b can be distinguished along each row
3 of pillars 4 and respectively support two concurrent beams and a terminal beam of
the respective row 5.
[0017] The terminal pillars 4b are joined peripherally by walls 8 for closing the building
1, in which windows 9 are formed.
[0018] Each roofing beam 6 falls within the category of structural members having a low-thickness
main cross-section, whose maximum width depends essentially on dimensional requirements
during transport, although in the case of on-site manufacture this limitation can
be removed, while its maximum longitudinal dimension is essentially linked to structural
load-bearing factors.
[0019] Each beam 6 is constituted by two symmetrical elongated wings 10 which are arranged
substantially in a V-shaped configuration with the vertex pointing downward and have,
in an upward region, respective lips 11 for supporting the edges of the elements 7.
[0020] Each wing 10 is curved outward with its convexity directed towards the inside of
the V; this shape is rendered more efficient by means of thicker portions at the vertex
and/or upper apices of said V-shaped configuration.
[0021] Conveniently, the two wings 10 of each beam 6 are mutually connected by a flat dividing
portion 12 which is arranged horizontally at a presettable level with respect to the
vertex of the V-shaped configuration; the flat portion 12 and the upper portions of
the wings 10 form a longitudinal upper channel 13 which is shaped like an isosceles
trapezoid and is open upward in order to collect and convey precipitation.
[0022] A longitudinal duct 14 is formed between the flat portion 12 and the lower portions
of the wings 10, which are mutually joined at the vertex of the V-shaped configuration;
channels for the systems of the building 1 can be inserted in said duct and are thus
kept protected and out of sight.
[0023] The flat portion 12, having a structural function, can be provided with openings
which allow inspection and, as an alternative, can be supported by optionally perforated
partitions which are inserted between the wings 10 or supported by tension elements
or profiled elements made of steel; the flat portion 12 can further be constituted
by removable metal plates.
[0024] The upper walls of the two wings 10 can have circular skylights for daytime or artificial
lighting.
[0025] The beams 6 are structural and functional components, since they are part of the
load-bearing structure of the building 1 and at the same time help to form its upper
roofing.
[0026] Each pillar 4 has a shaped head 15 for stably supporting an end 16 of at least one
beam 6 which is constituted by an upper partition 17 for the abutment of the end 16,
which is substantially vertical and perpendicular to the beam 6, and by a lower portion
18, which is thicker than the partition 17 so as to form a step 19 for supporting
the end 16.
[0027] The head 15 stably supports the beam 6 and prevents its rotation about its longitudinal
axis.
[0028] The step 19 is formed in the corresponding pillar 4 and is substantially V-shaped,
so that it is possible to insert and rest therein the vertex of the corresponding
V-shaped configuration formed by the wings 10 of the beam 6 supported by said pillar.
[0029] The partition 17 protrudes upward from the step 19 with a shape which substantially
duplicates the transverse cross-section of the beam 6 proximate to the end 16.
[0030] At least two seats 20 are formed on the top of the partition 17, proximate to the
apices of the V-shaped configuration that it forms, and are coupled respectively to
the extensions 21 of the lips 11 that protrude from the end 16.
[0031] Advantageously, the lower portion 18 is enlarged and protrudes with respect to the
pillar 4, so as to extend the supporting region of the end 16.
[0032] In the intermediate pillars 4a (Figures 2 and 3), the partition 17 is in a substantially
central position with respect to the thickness of the lower portion 18 and forms two
steps 19 which are mutually opposite and separate and in which the respective ends
16 of two concurrent beams 6 of a same row 5 rest.
[0033] In the terminal pillars 4b (Figure 4), the partition 17 is in a substantially lateral
position with respect to the thickness of the lower portion 18 and forms a step 19
for supporting the end 16 of the beam 6 at the end of the corresponding row 5.
[0034] The partition 17 has, at its top, a flat surface 22 on which the precipitation collected
by the channels 13 is gathered and at which the top end of a drainage hole 23 opens;
said hole is formed vertically through the pillar 4 in order to drain precipitation.
[0035] The pillars 4 substantially act as a support and can internally accommodate axially
aligned channels having a small diameter for water conveyance.
[0036] The shape of the pillars is linked particularly to the function of coupling the beams,
which is provided by the support of the lower vertex of said beams and by the locking
of their rotation both during the assembly of the finishing elements and in the border
condition in which the beams that form the outer perimeter of the building support
the elements only on one side.
[0037] The elements 7 for finishing the upper roofing of the building 1 are plate-like and
are constituted by a rectangular slab 24 with a flat internal face having, in an upward
region and proximate to its sides, two longitudinal stiffening ridges 25.
[0038] The slabs 24 can be provided with skylights 26 of the circular, dome or shed type,
or the like, in two possible directions so as to allow an orientation which is always
favorable to the north; a solution in which the slabs 24 are alternated with continuous
skylights is also possible.
[0039] The upper roofing can be provided by means of a continuous covering or with an independent
structure, so as to constitute a ventilation cavity, while heat insulation can be
localized at one of the several elements whose layered succession constitutes the
protective structure of the building as a whole.
[0040] In one possible embodiment, the ends of the two series of elements 7 resting on the
lips 11 of a beam 6 form an opening above the channel 13 which is open outward in
order to collect precipitation.
[0041] The pillars 4, the roofing beams 6 and the finishing elements 7 are prefabricated
using prestressed or non-prestressed reinforced concrete, and are manufactured, transported
and assembled using technologies which are typical of the field of prefabrication.
[0042] In practice it has been found that the described invention achieves the intended
aim and objects, and in particular that it allows to simplify the construction of
buildings and of their roofings by reducing the number of components required for
their construction.
[0043] Only three components (pillars, roofing beams and finishing elements) are in fact
essential, and they can be considered both as structural components and as covering
components; each component can be equipped to perform all the functions required for
the completion of a building.
[0044] The structure according to the invention further allows to provide buildings having
an extensive floor plan with minimal use of components, each of which is potentially
capable of meeting any system-related requirements: the production, labor and materials
costs are accordingly reduced and the transport and assembly operations are simplified.
[0045] The invention thus conceived is susceptible of numerous modifications and variations,
all of which are within the scope of the appended claims.
[0046] All the details may further be replaced with other technically equivalent ones.
[0047] In practice, the materials used, as well as the shapes and the dimensions, may be
any according to requirements without thereby abandoning the scope of the protection
of the appended claims.
[0048] The disclosures in Italian Patent Application No. MO2000A000051 from which this application
claims priority are incorporated herein by reference.
[0049] 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 interpretation of each element identified by way of example by such reference
signs.
1. A prefabricated modular structure for the construction of industrial and/or civil
buildings, characterized in that it comprises a plurality of parallel rows (3) of mutually aligned supporting pillars
(4), a plurality of corresponding rows (5) of roofing beams (6) which are mutually
aligned and connect said pillars (4) in pairs, and a plurality of finishing elements
(7) which are arranged side by side and substantially transversely to the longitudinal
extension of said beams (6), so that their respective ends rest on two contiguous
rows (5) of said beams (6).
2. The structure according to claim 1, characterized in that each one of said roofing beams (6) is constituted by two elongated symmetrical wings
(10) which are arranged substantially in a V-shaped configuration with the vertex
directed downward and have, in an upward region, respective lips (11) for supporting
the ends of said finishing elements (7).
3. The structure according to one or more of the preceding claims, characterized in that each one of said wings (10) is curved outward, with its convexity directed towards
the inside of said V-shaped configuration.
4. The structure according to one or more of the preceding claims, characterized in that the wings (10) of each beam (6) are mutually connected by at least one substantially
horizontal flat dividing portion (12) which is arranged at a presettable level with
respect to the vertex of said V-shaped configuration, said flat portion (12) and the
upper portions of said wings (10) forming a longitudinal upper channel (13) which
is open upward for collecting and conveying precipitation.
5. The structure according to one or more of the preceding claims, characterized in that said flat dividing portion (12) comprises at least one inspection opening.
6. The structure according to one or more of the preceding claims, characterized in that said flat portion (12) is supported by partitions inserted between the wings (10).
7. The structure according to one or more of the preceding claims, characterized in that said flat portion (12) is supported by tension elements or profiled elements made
of steel.
8. The structure according to one or more of the preceding claims, characterized in that each one of said wings (10) comprises, in an upward region, circular skylights or
the like.
9. The structure according to one or more of the preceding claims, characterized in that each one of said pillars (4) has a shaped head (15) for stably supporting an end
(16) of at least one of said beams (6).
10. The structure according to one or more of the preceding claims, characterized in that said shaped head (15) comprises an upper partition (17) for the abutment of said
end (16) of the beam (6) and a lower portion (18) which is thicker than said partition
(17), so as to form a step (19) for supporting said end (16), and is adapted to stably
support the beam (6) and to prevent its rotation about its own longitudinal axis.
11. The structure according to one or more of the preceding claims, characterized in that said step (19) is formed in the corresponding pillar (4) and is substantially V-shaped
for the insertion and resting therein of the vertex formed by the wings (10) of the
beam (6), and in that said upper partition (17) protrudes upward starting from said
step (19) with a shape which substantially duplicates the transverse cross-section
of the beam (6).
12. The structure according to one or more of the preceding claims, characterized in that said lower portion (18) is thicker than the corresponding pillar (4).
13. The structure according to one or more of the preceding claims, characterized in that said upper partition (17) is in a substantially central position with respect to
the thickness of said lower portion (18) and is adapted to form a pair of mutually
opposite steps (19) for supporting the respective ends of two concurrent beams (6).
14. The structure according to one or more of the preceding claims,
characterized in that said upper partition (17) is in a substantially lateral position with respect to
the thickness of said lower portion (18) and is adapted to form said step (19) for
supporting the end (16) of the terminal beams (6) of said rows (5) of beams.
15. The structure according to one or more of the preceding claims, characterized in that said upper partition (17) has, at its top, a flat surface (22) where the precipitation
collected by said upper channel (13) gathers and at which the top end of a vertical
drainage hole (23) opens, said hole (23) being formed through said pillar (4) in order
to drain precipitation.
16. The structure according to one or more of the preceding claims, characterized in that the ends of the finishing elements (7) resting on the lips (11) of each one of said
beams (6) form an opening above said upper channel (13) which is open outward.
17. The structure according to one or more of the preceding claims, characterized in that said finishing elements (7) are plate-like.
18. The structure according to one or more of the preceding claims, characterized in that said finishing elements (7) comprise longitudinal stiffening ridges (25).
19. The structure according to one or more of the preceding claims, characterized in that said finishing elements (7) comprise skylights (26) of the circular, dome, shed type
or the like.
20. The structure according to one or more of the preceding claims, characterized in that said supporting pillars (4), said roofing beams (6) and said finishing elements (7)
are made of reinforced concrete.
21. The structure according to one or more of the preceding claims, characterized in that said roofing beams (6) and said finishing elements (7) are made of prestressed reinforced
concrete.