SUMMARY OF THE INVENTION
[0001] The present invention relates to a modular building system, which consists of a structure
for building construction, this structure being sectioned into several independent
modules or parts, each module being composed of several metal profiles cold-formed
from sheet metal. These profiles are later connected with screws, thus forming the
different modules necessary to the construction of the building. The modules are sequentially
connected to each other through a mechanical coupling with notches in said profiles
and locked with a screw connection, ensuring the perfect structural connection of
the assembly.
FIELD OF THE INVENTION
[0002] The present invention is in the field of building construction and, in particular,
relates to a modular building system
BACKGROUND OF THE INVENTION
[0003] The present invention relates to a modular building system, which consists of a structure
for building construction, this structure being sectioned into several independent
modules or parts, factory produced and subsequently sent to the assembly site, being
an innovative solution regarding the connection and/or coupling between the module
due to its simplicity, fast assembly, strength, functionality and integration of the
thermal and structural components into a single product.
[0004] The development of this constructive system aims at accelerating the constructive
process of a building, especially the structural part. The modules that constitute
the sectioned structure connect with each other, promoting the structural skeleton
of the building, that is forming walls, decks floor slabs and floors, roofs, etc.
On this "skeleton", all the other components of the various specialties necessary
for the construction of a building will be placed or laid
STATE-OF-THE ART OF THE INVENTION
[0005] The construction system, object of the present invention, is based on the principles
of modular construction of Light Steel Framing (LSF), this being the designation used
internationally to describe a constructive system that uses galvanized steel as the
main structural element. There are several state-of-the-art solutions related to LSF
technology for building constructions, examples of which are
US 2017058515 (A1),
US 2012291378 A1 and
US 2012174523 A1.
[0006] The distinction between the state-of-the-art and the present invention is that the
modules of the present invention have a built-in locking system which facilitates
and expedites the on-site assembly, rather than the other known systems, in which
the assembly of the modules is made using self-drilling screws during the in situ
assembly.
DESCRIPTION OF THE FIGURES
[0007] Definition of the reference numbers:
- (1) Horizontal profile;
- (2) Insulation material, preferably rock wool;
- (3) Vertical profile;
- (4) Central vertical profile;
- (5) Floor support;
- (6) Bars for counter-locking;
- (7) Insulation material, preferably extruded polystyrene (XPS);
- (8) Insulation material, preferably thermal and acoustic insulation (e.g. coretech);
- (9) Drilling;
- (10) Zones for fixation to the foundations;
- (11) Notches.
Fig. 1 - exploded representation of a module and its constituents, being the components
defined in the abovementioned reference numbers, so we inhibit its repetition.
Fig. 2 - front and side view representations of a module, only with the metallic structure
and its connections. In the side view, the drillings (9) for passage of the electric
system, located in the vertical profiles (3) are perceptible.
Fig. 3 - perspective representation of the module and representation in detail of
the region A, where the location of vertical (3) and horizontal (1) profiles for fixation
to the foundations, referred to as fixation zones (10), are shown.
Fig. 4 - representation of the assembly of two modules, in which their fastening can
be observed in greater detail in region B. In the detailed region B, it is observed
that for the fitting of two modules it is necessary that one of the modules is raised,
so that the notches (11), present on the outer sides of each vertical profile (3),
couple; also visible is the zone of fixation (10) to the foundations.
Fig. 5 - perspective representation of two assembled modules, with the notches (11)
already coupled, in which the upper peripheral region C is visible, in which screws
were placed for a permanent fixation of the modules.
Fig. 6 - detailed representation of the vertical profiles (3) on the left, the central
vertical profiles (4) at the center, and the horizontal profiles (1) on the right.
Preferably the measure a should be between 60 and 240mm, and the measure b between 30 and 70 mm. The thickness of the sheet metal of the profiles (1) (3) (4)
can be between 1.00 and 4.00 mm.
DETAILED DESCRIPTION OF THE INVENTION
[0008] As mentioned above, the present invention relates to a modular building system, which
consists of a structure for building construction, this structure being sectioned
into several independent modules or parts, each module being composed of several metal
profiles cold-formed from sheet metal.
[0009] These profiles have different positions and characteristics, so each module consists
of:
- at least two vertical profiles (3), which form the outer structure of the module,
these vertical profiles (3) having on the outer surface of the module the sets of
notches (11) that allow the engagement between vertical profiles (3) and consequent
connection between the preceding module and the next;
- at least two horizontal profiles (1) at the base and top of the module;
- at least a central vertical profile (4);
- and wherein said profiles (1) (3) (4) are fitted through a plurality of notches (11)
and subsequently connected with screws, thus forming the different modules required
for the construction of the building.
[0010] It should be noted that each module has the vertical profiles (3) and the central
vertical profile (4) equally spaced from each other, and two horizontal profiles (1)
at the top and the base, totalizing four profiles.
[0011] The dimensions of all the profiles (1) (3) (4) and their composition may be changed
depending on the level of thermal insulation and structural strength to be achieved.
The layout or configuration of each profile (1) (3) and (4) is always identical. It
should be noted that they may have drillings for the fixation to the foundations in
certain zones (10), and drillings (9) to meet the requirements of the electrical wiring
design.
[0012] The plug-in connection between modules is made permanent through the installation
in situ of two screws close to the top end of the profile (detail C), and the fixation of
the modules to the ground is done in two points per module, the zones of fixation
(10) to the foundations, for example through a metal bushing the in building foundations
(detail B).
[0013] The structure counter-locking is made by diagonal bars (6), between the vertical
profiles (3) and the central vertical profile (1) of the modules, and there may be
modules without counter-locking if the loads on the structure allow it.
[0014] Along the thickness of the profiles there is space for housing material for thermal
and acoustic insulation, material (2), (7) and (8), wherein this material may preferably
have the thickness given by the dimension
a represented in the Figs., which may vary between 60 and 240 mm. In the case of the
material (2) placed in the free space of the profile thickness, it may preferably
be low density rock wool.
[0015] It is also noted that the space where the counter-locking works is empty and serves
as an air box on both sides of the module, with thickness given by the dimension
b shown in the Figs., which can vary between 30 and 70mm.
[0016] For a better insulation of buildings constructed from these modules, these can be
covered along its width by a layer of another insulation material (7), for example
XPS, with the required thickness, on the outer or both faces, and then further covered
by a layer of thermal and acoustic insulation material, for example coretch or OSB,
which provides a finishing to the module and serves as a basis for the surface finishing
of the housing.
[0017] The module composition can be adapted to meet the requirements in terms of energy
performance.
[0018] The solution developed for the connection/coupling between the modules of the wall
is considered innovative, due to its simplicity, fast assembly, strength, functionality
and integration of the thermal and structural components into a single product.
1. Modular building system
characterized by at least two modules, each module comprising:
a) at least two vertical profiles (3), these vertical profiles (3) presenting on one
of their surfaces a plurality of notches (11) which allow engagement between vertical
profiles (3);
b) at least two horizontal profiles (1) at the base and at least two horizontal profiles
(1) at the top of the module;
c) at least a central vertical profile (4);
d) the central profile (4) being located between two vertical profiles (3), and the
vertical profiles (3) and the central vertical profile (4) being equally spaced from
each other.
2. Modular construction system according to the preceding claim, wherein the modules
have diagonal bars (6) between the vertical profiles (3) and the central vertical
profile (4).
3. Modular construction system according to the preceding claims, wherein the inner thickness
of the vertical profiles (3) and (4) and the horizontal profile (1) is between 30
and 70mm.
4. Modular construction system according to the preceding claims, wherein characterized in that the profiles (1) (3) (4) are connected to one another by means of screws.
5. Modular construction system according to the preceding claims, wherein the vertical
profiles (3) and the horizontal profiles (1) have drillings (9) and zones of fixation
(10) to the foundations.
6. Modular construction system according to the preceding claims, wherein vertical profiles
(3), the vertical central profile (4) and the horizontal profiles (1) house insulation
material (2), (7) and (8).
7. Modular building system according to the preceding claim, wherein the insulation material
(2) is low density rock wool and may preferably have a thickness between 60 and 240
mm.
8. Modular construction system according to claim 6, wherein the insulation material
(7) is a thermal insulation, preferably extruded polystyrene.
9. Modular construction system according to claim 6, wherein the insulation material
(8) is a thermal and acoustic insulation.