[0001] The present invention concerns a reinforcement form, in particular for making crisscross
reinforcement floors, as well as for making walls or other manufactured articles for
erecting buildings, that allows large spans to be covered with very reduced thicknesses
and with not much considerable deflections (i.e. displacements orthogonal to the form
plane with respect to the undeformed static configuration, due to the loads acting
thereon), and that is simple to apply, efficient, light, reliable and inexpensive.
[0002] The present invention concerns a crisscross reinforcement floor built through such
form.
[0003] It is known that for erecting buildings it is necessary to make floors apt to sustain
even significant loads.
[0004] To this end, wood and masonry floors according to traditional techniques are replaced,
most of all in case of large-size buildings wherein loads acting on the floors may
be very heavy, with floors provided with concrete, such as floors made of concrete
and tile or concrete and wood, and floors made of reinforced concrete.
[0005] However, such floors also present some drawbacks.
[0006] First of all, they are extremely heavy, being consequently difficult to apply and
requiring sustaining structures of adequate size, being hence bulky and expensive
and which reduce spans which may be covered without pillars.
[0007] Moreover, reinforced concrete floors presently available on the market are provided
with reinforcing rods arranged in parallel to a sole direction. This makes structures
constituting the floor, such as reinforcement forms, particularly complex, in the
sense that their thickness has to be high and the reinforcing rods have to be considerable,
being in any case not capable to exceed a rather limited maximum threshold for the
spans which may be covered without pillars.
[0008] In this context, it is included the solution proposed according to the present invention,
allowing all the aforementioned drawbacks to be solved.
[0009] It is therefore an object of the present invention to provide a structure, in particular,
for making floors, as well as for making walls or other manufactured articles for
erecting buildings, that allows large spans to be covered with very reduced thicknesses
and with not much significant deflections (i.e. displacements orthogonal to the form
plane with respect to the undeformed static configuration, due to the loads acting
thereon), and that is efficient, light, and reliable.
[0010] It is a further object of the present invention to provide such a structure that
is simple and inexpensive to make and to install.
[0011] It is therefore specific subject matter of the present invention a reinforcement
form, in particular for making crisscross reinforcement floors, comprising a base
slab reinforced by one or more shaped perforated metallic guide beams, onto which
one or more polyhedral blocks are integrally coupled, the form being characterised
in that said one or more polyhedral blocks are spaced from each other so as to let
an array of passages free.
[0012] Always according to the invention, said array may have a configuration of orthogonal
passages.
[0013] Still according to the invention, said one or more polyhedral blocks may be substantially
identical to each other.
[0014] Furthermore according to the invention, at least one of said one or more polyhedral
blocks may substantially have a regular polygon as base.
[0015] Always according to the invention, at least one of said one or more polyhedral blocks
may substantially have a rectangle as base.
[0016] Still according to the invention, at least one of said one or more polyhedral blocks
may substantially have a square as base.
[0017] Furthermore according to the invention, said one or more shaped perforated metallic
guide beams may be identical to each other.
[0018] Always according to the invention, at least one of said one or more shaped perforated
metallic guide beams may have profile at least partially "C"-shaped.
[0019] Still according to the invention, at least one of said one or more shaped perforated
metallic guide beams may have profile at least partially "Z"-shaped.
[0020] Furthermore according to the invention, at least one of said one or more shaped perforated
metallic guide beams may be partially projecting from the base slab (1).
[0021] Always according to the invention, at least one of said one or more shaped perforated
metallic guide beams may comprise at least one upper wing projecting from the base
slab, so that at least one of said one or more polyhedral blocks is apt to be hitched
to said at least one upper wing.
[0022] Still according to the invention, at least one of said one or more shaped perforated
metallic guide beams may comprise at least one upper wing having profile at least
partially "Ω"-shaped.
[0023] Furthermore according to the invention, at least one of said one or more shaped perforated
metallic guide beams may be shaped according to a profile comprising at least one
duct.
[0024] Always according to the invention, the base slab may be made of extruded polystyrene
and/or wood and/or metal
[0025] Still according to the invention, each one of said one or more polyhedral blocks
may be made of extruded polystyrene and/or wood and/or metal.
[0026] Furthermore according to the invention, the base slab and said one or more polyhedral
blocks may be made of the same material.
[0027] Always according to the invention, at least one of said one or more shaped perforated
metallic guide beams may be zinc plated.
[0028] It is further specific subject matter of the present invention a reinforced floor
comprising a reinforced concrete cap, including one or more reinforcing rods, characterised
in that it is a crisscross reinforcement floor and it comprises a reinforcement form
as previously described, in the array of passages of which said one or more reinforcing
rods are placed, the reinforced concrete cap at least partially incorporating said
one or more polyhedral blocks and being integrally coupled to the base slab.
[0029] Always according to the invention, the portion of said at least one shaped perforated
metallic guide beam possibly projecting from the base slab may be apt to operate as
reinforcing rod cover for correctly positioning at least one portion of said one or
more reinforcing rods.
[0030] Still according to the invention, at least one of said one or more reinforcing rods
may be housed in said at least one possible duct of the profile of said at least one
shaped perforated metallic guide beam.
[0031] Furthermore according to the invention, the portion of said at least one shaped perforated
metallic guide beam possibly projecting from the base slab may comprise at least one
hole apt to operate as guide for correctly positioning at least one portion of said
one or more reinforcing rods.
[0032] The present invention will now be described, by way of illustration and not by way
of limitation, according to its preferred embodiment, by particularly referring to
the Figures of the enclosed drawings, in which:
Figure 1 shows a perspective view of a part of a preferred embodiment of the reinforcement
form according to the invention;
Figure 2 shows a top plan view of the part of the reinforcement form of Figure 1;
Figure 3 shows a perspective view, including hidden elements, of the reinforcement
form of Figure 1;
Figure 4 shows a perspective view, including hidden elements, of a detail of Figure
3;
Figure 5a shows a shaped perforated metallic guide beam of the reinforcement form
of Figure 3;
Figure 5b shows the profile of the shaped perforated metallic guide beam of Figure
5a;
Figure 6 shows a perspective view, including hidden elements, of a preferred embodiment
of the reinforced floor according to the invention;
Figure 7 shows a top plan view of the reinforced floor of Figure 6; and
Figure 8 shows section A-A of the reinforced floor of Figure 7.
[0033] In the Figures, alike elements are indicated by the same reference numbers.
[0034] With reference to Figures 1 and 2, it may be observed that the reinforcement form
according to the invention comprises a base slab 1 onto which a plurality of blocks
2, having preferably square base, is integrally coupled, which are spaced from each
other so as to let an array of passages 3 and 4 free, orthogonal to each other, wherein
the reinforcement section of a reinforced concrete floor, built with the reinforcement
form, as it will be better illustrated in the following, is housed.
[0035] Preferably, the base slab 1 and the blocks 2 may be made of extruded polystyrene
and/or wood and/or metal. Still more preferably, the base slab 1 and the blocks 2
are made of the same material.
[0036] With reference to Figure 3 and, in greater detail, to Figure 4, it may be observed
that the base slab 1 is reinforced by a plurality of shaped perforated metallic, preferably
zinc plated, guide beams 5. As shown in greater detail in Figure 5a (wherein the holes
of the guide beam 5 are not shown), such metallic guide beams 5 are preferably "C"-shaped
with preferably "Ω"-shaped upper wing 6, as shown by the profile of Figure 5b. As
shown in Figure 4, the upper wing 6 projects from the base slab 1 so that a block
1 may be hitched to it.
[0037] As said, the shaped guide beams 5 are preferably perforated, so as to lighten the
weight of the form and to better anchor them to the base slab 1.
[0038] As said, the reinforcement form according to the invention may be used for making
crisscross reinforcement floors.
[0039] In particular, the upper wing 6 of the shaped perforated guide beams 5 that projects
from the base slab 1 in correspondence with passages 3 and 4 may be used as reinforcing
rod cover for correctly positioning the reinforcing rods along two directions orthogonal
to each other, parallel to the passages 3 and 4 of the mentioned array.
[0040] In particular, with reference to Figures 6-8 (wherein the shaped perforated guide
beams 5 are not shown), it may be observed that:
- along each passage, 3 or 4, four reinforcing rods are preferably positioned, respectively
7 or 8 (of which two reinforcing lower rods 8 are laid on the shaped perforated guide
beams 5, used as reinforcing rod covers); and
- three reinforcing rods 9 parallel to the passages 3 and three reinforcing rods 10
parallel to the passages 4 are preferably positioned over each square block 2, reinforcing
rods 9 and 10 preferably having diameter lower than that of reinforcing rods 7 and
8.
[0041] As better shown in Figure 8 (showing section A-A of Figure 7), the reinforced floor
is completed by a concrete cap 11, that is reinforced by reinforcing rods 7, 8, 9,
and 10, which incorporates blocks 2 and is integrally coupled to the base slab 1.
[0042] It is evident to those skilled in the art that the number and diameter of the reinforcing
rods placed within the reinforced floor of Figures 6-8 may change, depending on the
span to cover and on the load to sustain.
[0043] Other embodiments of the reinforcement form according to the invention may comprise
perforated guide beams shaped according a profile different from that shown in Figure
5b, e.g. a "Z"-profile, possibly combined with a "C"-profile. In particular, some
embodiments may comprise perforated guide beams having a profile comprising at least
one duct within which a respective reinforcing rod may be housed (parallel to the
passages 4, according to the configuration of Figures 2 and 3).
[0044] Furthermore, other embodiments may also comprise perforated guide beams emerging
from the base slab 1 by such an height to leave a higher profile portion uncovered
along the passages 3 orthogonal to the same guide beams. In this case, some holes
of the guide beams may be used as guides for the reinforcing rods 7 placed along the
same passages 3.
[0045] Shapes and size of the various component elements of the reinforcement form and of
the related reinforced floor (such as the slab 1, the blocks 2, the array passages
3 and 4, the metallic guide beams 5, and the reinforcing rods 7, 8, 9, and 10) are
variable depending on the needs of load and overload of the structures to make.
[0046] The advantages offered by the reinforcement form and by the reinforced floor according
to the invention are considerable.
[0047] First of all, the metallic guide beams 5 with which the form is reinforced ensures
that it is self-supporting.
[0048] Moreover, the reinforcement form and the related reinforced floor, conceived as a
reticle of reinforced concrete structures, allow large spans to be covered with very
reduced thicknesses and with not much considerable deflections.
[0049] Furthermore, the reinforcement form allows building related reinforced floors reducing
or eliminating assembling problems during the phase of installation, such as size
and complexity of steel structures, propping, and shaping reinforced concrete structures.
[0050] The present invention has been described, by way of illustration and not by way of
limitation, according its preferred embodiment, but it should be understood that those
skilled in the art can make variations and/or changes, without so departing from the
related scope of protection, as defined by the enclosed claims.
1. Reinforcement form, in particular for making crisscross reinforcement floors, comprising
a base slab (1) reinforced by one or more shaped perforated metallic guide beams (5),
onto which one or more polyhedral blocks (2) are integrally coupled, the form being
characterised in that said one or more polyhedral blocks (2) are spaced from each other so as to let an
array of passages (3, 4) free.
2. Form according to claim 1, characterised in that said array has a configuration of orthogonal passages (3, 4).
3. Form according to claim 1 or 2, characterised in that said one or more polyhedral blocks (2) are substantially identical to each other.
4. Form according to any one of the preceding claims, characterised in that at least one of said one or more polyhedral blocks (2) substantially has a regular
polygon as base.
5. Form according to any one of claims 1-4, characterised in that at least one of said one or more polyhedral blocks (2) substantially has a rectangle
as base.
6. Form according to claim 4, characterised in that at least one of said one or more polyhedral blocks (2) substantially has a square
as base.
7. Form according to any one of the preceding claims, characterised in that said one or more shaped perforated metallic guide beams (5) are identical to each
other.
8. Form according to any one of the preceding claims, characterised in that at least one of said one or more shaped perforated metallic guide beams (5) has profile
at least partially "C"-shaped.
9. Form according to any one of the preceding claims, characterised in that at least one of said one or more shaped perforated metallic guide beams (5) has profile
at least partially "Z"-shaped.
10. Form according to any one of the preceding claims, characterised in that at least one of said one or more shaped perforated metallic guide beams (5) is partially
projecting from the base slab (1).
11. Form according to claim 10, characterised in that at least one of said one or more shaped perforated metallic guide beams (5) comprises
at least one upper wing (6) projecting from the base slab (1), so that at least one
of said one or more polyhedral blocks (2) is apt to be hitched to said at least one
upper wing (6).
12. Form according to claim 11, characterised in that at least one of said one or more shaped perforated metallic guide beams (5) comprises
at least one upper wing (6) having profile at least partially "Ω"-shaped.
13. Form according to any one of claims 10 to 12, characterised in that at least one of said one or more shaped perforated metallic guide beams (5) is shaped
according to a profile comprising at least one duct.
14. Form according to any one of the preceding claims, characterised in that the base slab (1) is made of extruded polystyrene and/or wood and/or metal.
15. Form according to any one of the preceding claims, characterised in that each one of said one or more polyhedral blocks (2) is made of extruded polystyrene
and/or wood and/or metal.
16. Form according to any one of the preceding claims, characterised in that the base slab (1) and said one or more polyhedral blocks (2) are made of the same
material.
17. Form according to any one of the preceding claims, characterised in that at least one of said one or more shaped perforated metallic guide beams (5) is zinc
plated.
18. Reinforced floor, comprising a reinforced concrete cap (11), including one or more
reinforcing rods (7, 8, 9, 10), characterised in that it is a crisscross reinforcement floor and it comprises a reinforcement form according
to any one of the preceding claims 1-17, in the array of passages (3, 4) of which
said one or more reinforcing rods (7, 8, 9, 10) are placed, the reinforced concrete
cap (11) at least partially incorporating said one or more polyhedral blocks (2) and
being integrally coupled to the base slab (1).
19. Reinforced floor according to claim 18, characterised in that said reinforcement form is that according to any one of claims 9-12, and in that the portion of said at least one shaped perforated metallic guide beam (5) projecting
from the base slab (1) is apt to operate as reinforcing rod cover for correctly positioning
at least one portion of said one or more reinforcing rods (7, 8, 9, 10).
20. Reinforced floor according to claim 19, characterised in that said reinforcement form is that according to claim 12, and in that at least one of said one or more reinforcing rods (7, 8, 9, 10) is housed in said
at least one duct of the profile of said at least one shaped perforated metallic guide
beam (5).
21. Reinforced floor according to claim 19 or 20, characterised in that the portion of said at least one shaped perforated metallic guide beam (5) projecting
from the base slab (1) comprises at least one hole apt to operate as guide for correctly
positioning at least one portion of said one or more reinforcing rods (7, 8, 9, 10).