TECHNICAL FIELD
[0001] The invention relates to a prefab construction module and a modular construction
system comprising one or more such prefab construction modules, more specifically
a prefab construction module consisting of a metal structural frame and a reinforced
concrete slab. The invention also relates to a method of manufacturing such a prefab
construction module and modular construction system.
TECHNOLOGICAL BRACKGROUND OF THE INVENTION
[0002] The traditional construction of a building structure, such as a dwelling, is a long
and time-consuming process. It requires a substantial amount of material and man-hours
and may be subject to delays, inter alia as a result of inclement weather or problems
with the supply of material.
[0003] By using prefab construction elements, it is possible to erect a building structure
in a shorter amount of time. According to the prior art, the prefab building structures
can roughly be divided into two groups, namely (quick) construction kits and container
structures.
[0004] Construction kits consisting of more or less finished construction elements can be
built relatively quickly at the location of the site, but require significant preparatory
works to take place beforehand (e.g. foundation works). In addition, a significant
amount of time may still be lost on the site as a result of actual assembly and construction
of the structure. As a result thereof, the final finishing (such as e.g. installing
windows and internal woodworking, insulation, interior decoration, such as kitchen
and sanitary fittings, carpets and the like) can only be carried out after the kit
has been assembled.
[0005] As a result thereof, the total time required to finish such a building structure
is still relatively long. In addition, these construction kits usually consist of
lightweight materials (wood, Gyproc/plasterboard on a wooden or metal frame) to render
transportation and construction easier. They therefore require a support structure
which carries the actual load of the structure in order to be able to withstand extreme
weather conditions, such as heavy rain and high winds, or when building upwards, as
is the case with a structure consisting of several floors.
[0006] Container structures are often used as temporary structures and are thus often limited
with regard to the comfort, insulation, size and degree of finish. The dimensions
of a prefab container are often chosen so as to transport and install them in as short
a time as possible. Often, holes are provided in the walls and/or floor of the containers
for discharge pipes and utilities, which is a drawback for, inter alia, the insulation
of the container. Further finishing or connecting to other container structures is
also made more difficult by the fact that the strength of a container depends completely
on the walls, due to which the strength of the entire container structure is compromised
if a wall in a container is partly or completely removed.
[0007] In addition, the most significant drawback of current prefab building structures
is often a lack of stability due to the fact that only limited foundation elements,
if any, are provided. A foundation consisting of, for example, a concrete slab may
still be cast at the location of the site before the prefab building structure is
positioned, but this additional step is labour-intense and time-consuming. In addition,
such an external foundation remains foundationally separate from the prefab building
structure: The stability and strength of the prefab building structure is thus far
from optimal, so that the current prefab structures are less suitable for regions
with a higher risk of extreme conditions (e.g. floods, landslides, earthquakes).
[0008] In addition, there is a significant amount of interest in prefab building structures
which are able to offer the same level of comfort and flexibility (with regard to
utilities & finish) as a house of traditional construction. Non-conventional requirements,
such as a green roof, solar panels, glass sliding doors, etcetera, are often more
expensive or not compatible with the current prefab construction elements.
[0009] There is therefore a need for a prefab construction module and/or a modular construction
system comprising one or more such prefab construction modules which offers a solution
for one or more of the above problems.
SUMMARY
[0010] It is an object of the present invention and the preferred embodiments thereof to
offer a solution for one or more of the above and other drawbacks.
To this end, the current invention relates to a transportable prefab construction
module or a modular construction system comprising such transportable prefab construction
modules, in which case this transportable prefab construction module in its most general
form comprises a metal structural frame coupled to a foundation slab consisting of
a concrete slab made of reinforced concrete. Surprisingly, the inventors have discovered
that such modules and modular systems or preferred embodiments thereof, result in
very secure prefab building structures, which do not require any prior foundation
works at the building site and which offer optimum comfort and provision of utilities
without additional loss of space and without restrictions with respect to façade covering
or selection of material in order to blend the building into the surroundings.
[0011] In a first aspect, the invention relates to a transportable prefab construction module
(100), comprising
- (A) a foundation component (200), comprising a reinforced concrete slab (210) configured
as a foundation for the prefab construction module (100) and comprising a concrete
slab with a metal, preferably steel, reinforcement mesh, in which the reinforced concrete
slab is provided with at least four coupling elements (250) configured for coupling
a column (325) to the reinforced concrete slab (210), in which these coupling elements
are preferably connected to the reinforcement mesh of the reinforced concrete slab
(210). Preferably, the coupling elements (250) are placed near an edge or in a corner
of the reinforced concrete slab (210); and
- (B) a structural frame (300), comprising (i) at least four metal, preferably steel,
columns (325) which, in the fitted position, are placed at right angles with respect
to the foundation component (200) and in which a first end of each column is attached
to the reinforced concrete slab (210) by the coupling element (250); (ii) a top supporting
element (360) comprising several metal, preferably steel, rods which are attached,
in the fitted position, to a second end of neighbouring columns (325) parallel to
the reinforced concrete slab (210), preferably forming a rectangular top supporting
element; (iii) at least one roof element (370), in which the roof element (370), in
the fitted position, is positioned between and attached to the metal, preferably steel,
rods of the top supporting element (360), bridging the space between the rods of the
top supporting element. Preferably, each column (325) is coupled to the foundation
component (200) by means of at least one bolt anchor, concrete screw, threaded rod
and/or reinforcing steel (reinforcing iron).
[0012] In particular embodiments of the prefab construction module contemplated herein,
a surface area ratio (SAR) may be defined as described further below, with the SAR
varying between 0.9 and 2.0; preferably between 0.95 and 1.5; more preferably between
approximately 1 and 1.2; with the SAR most preferably being approximately 1. In particular
embodiments of the prefab construction module contemplated herein, the foundation
component (200), in particular the reinforced concrete slab, comprises one or more
recesses or shaped or manufactured passages for utilities or as sanitary ducts.
[0013] In particular embodiments, the prefab construction module contemplated herein furthermore
comprises one or more of the following elements:
- at least one and preferably a plurality of wall panels (315), positioned between and
attached to the reinforced concrete slab (210) and the top supporting element (360)
between two neighbouring columns (325) to form an at least partly and preferably completely
closed side wall;
- at least one and preferably a plurality of roof panels (375), supported by a roof
element (370) and positioned between the metal rods of the top supporting element
(360) to form a closed roof structure;
Preferably, an insulating material is fitted to one or more wall panels (315), one
or more roof panels (375) and/or to the reinforced concrete slab (210).
In particular embodiments of the prefab construction module contemplated herein, the
structural frame (300) is bar-shaped and comprises a basic area (or the surface defined
by the rectangular top supporting element) having a length of at least 4 m, preferably
having a length of between 4 and 16 m; more preferably between 6 m and 12 m or between
7 and 10 m; and most preferably is approximately 8 m; a basic area having a width
of at least 2 m or 3 m, preferably having a width of between 2 m and 10 m; more preferably
between 2.5 m and 8 m or between 3 to 6 m; most preferably between approximately 4
and 5 m or is approximately 4 or 5 m; and/or a height of at least 2 m, preferably
of between 2 m and 10 m; more preferably between 2 m to 8 m or between 2m and 5 m;
most preferably between 2.5 m and 3 or 4 m; and/or in which the reinforced concrete
slab has a height of at least 20 or 25 cm, preferably has a height of between 25 cm
and 60 cm; more preferably between 30 cm and 50 cm or between 30 cm or 40 cm, and
most preferably is approximately 35 cm; has a surface having a length of at least
4 m, preferably having a length of between 4 and 16 m; more preferably of between
6 m and 12 m or between 7 and 10 m; and most preferably is approximately 8 m; and
has a surface having a width of at least 2 m or 3 m, preferably having a width of
between 2 m and 10 m; more preferably of between 2.5 m and 8 m or between 3 to 6 m;
most preferably between approximately 4 and 5 m or is approximately 4 or 5 m.
In particular embodiments, the prefab construction module contemplated herein furthermore
comprises a transport element or lifting element (390) configured for displacing and/or
lifting the prefab construction module (100); such as one or more hooks, rings, lifting
eyes, anchors, wheels, or a combination thereof.
[0014] In a second aspect, the invention relates to a modular construction system (400),
comprising at least two transportable construction modules (100) according to a first
aspect of the invention, in which a first and a second prefab construction module
(100) are fastened to each other by means of a fastening means. In particular embodiments,
the first and the second prefab construction module are fastened to each other by
one or more fastening means, in which:
- the reinforced concrete slab (210) and/or the top supporting element (360) of a first
and second prefab construction module (100) are configured to be laterally fastened
to each other; and/or
- the modular construction system (400) contains a lateral fastening means (420), configured
for fastening two prefab construction modules (100); and/or
- the modular construction system (400) contains a central fastening means (430), configured
for fastening four prefab construction modules (100); and/or
- the modular construction system (400) furthermore contains a beam (410), preferably
a U-shaped beam, attached to a column (325) of a first prefab construction module
(100) and to a column (325) of a second prefab construction module (100), in which
this beam (410) is configured for absorbing stress or pressure.
In particular embodiments, the modular construction system (400) contemplated herein
furthermore comprises a patio module (500) consisting of a second reinforced concrete
slab configured for connecting to a first reinforced concrete slab (210) of at least
one prefab construction module (100) and positioned parallel to, preferably in line
with, the reinforced concrete slab (210) of the adjacent prefab construction module.
[0015] In particular embodiments, the modular construction system (400) contemplated herein
furthermore comprises a plurality of piles (450) which, in the fitted position, are
positioned in the ground and attached to the construction module (100) of the modular
construction system (400), with the piles (450) together being configured to completely
support the prefab construction module (100) or the modular construction system (400).
[0016] In a third aspect, the invention relates to a method of manufacturing a prefab construction
module contemplated herein or a modular construction system contemplated herein, preferably
comprising the following steps: (i) providing or producing a reinforced concrete slab
as described herein, provided with at least four coupling elements; (ii) fitting of
the structural frame and fastening of the structural frame to the reinforced concrete
slab by means of the columns of the frame to the coupling elements; (iii) installing
the wall panels and the roof panels so as to form side walls and the roof structure
and (iv) in case of producing the modular construction system, installing different
prefab construction modules, preferably by means of one or more fastening means as
described herein, so as to form the modular construction system. Steps (i) and (ii)
may be performed in series or parallel.
DESCRIPTION OF THE FIGURES
[0017] In order to show the features of the invention more clearly, some preferred embodiments
of the prefab construction modules and modular construction systems comprising such
modules according to the current invention are described in the attached figures as
non-limiting examples. The numerical references are explained in more detail below
with reference to examples 1 and 2.
FIG. 1: shows a cross section of a transportable prefab construction module (100) according
to a particular embodiment of the invention.
FIG. 2: is a side view of a transportable prefab construction module (100) according to a
particular embodiment of the invention.
FIG. 3: is a side view of a transportable prefab construction module (100) according to a
particular embodiment of the invention.
FIG. 4: is a side view of a transportable prefab construction module (100) according to a
particular embodiment of the invention.
FIG. 5A is a side view of a modular construction system (400) according to a particular embodiment
of the invention, consisting of two transportable prefab construction modules (100)
according to an embodiment of the invention. Fig 5B is a bottom view of a modular construction system (400) according to a preferred
embodiment of the invention, consisting of two transportable prefab construction modules
(100) according to an embodiment of the invention. FIG. 5C is a top view of a modular construction system (400) according to a preferred embodiment
of the invention, consisting of two transportable prefab construction modules (100)
according to an embodiment of the invention. Fig 5D is a detail of a lateral fastening means on the structural frame (300) as described
further below. Fig 5E is a detail of a lateral fastening means on the foundation component (200) as described
further below. Fig 5F is a detail of a cross section of two adjacent columns (viewed along a column) of
a lateral fastening means for the lateral fastening of the structural frame.
FIG. 6A is a bottom view of a modular construction system (400) according to a preferred
embodiment of the invention, consisting of four transportable prefab construction
modules (100) according to an embodiment of the invention. FIG. 6B is a top view of a modular construction system (400) according to a preferred embodiment
of the invention, consisting of four transportable prefab construction modules (100)
according to an embodiment according to the invention.
FIG. 7A is a schematic illustration in top view of a modular construction system (400) according
to a preferred embodiment of the current invention, where the roof element (370) has
been removed for the illustration. FIG. 7B is a schematic illustration in side view of a modular construction system (400) according
to a preferred embodiment of the invention.
FIG. 8A is a schematic illustration in top view of a modular construction system according
to a further preferred embodiment of the present invention (400), where the roof element
(370) has been removed for the illustration. FIG. 8B is a schematic illustration in side view of a modular construction system (400) according
to a further preferred embodiment of the current invention.
FIG. 9: is a side view of a transportable prefab construction module (100) according to a
particular embodiment of the current invention.
FIG. 10: is a side view of a transportable prefab construction module (100) according to a
particular embodiment of the invention.
FIG. 11: is a side view of a modular construction system (400) according to a certain preferred
embodiment of the current invention.
FIG. 12: is a side view of a transportable prefab construction module (100) according to a
particular embodiment of the current invention.
Key to the figures:
[0018] (100) transportable prefab construction module; (200) foundation component; (210)
reinforced concrete slab; (215) floor panel; (250) coupling element; (260) recess
in/under the reinforced concrete slab; (300) structural frame; (325) column; (310)
bottom supporting element; (315) wall panel; (350) roof component; (360) top supporting
element; (370) roof element; (375) roof panel; (400) modular construction system;
(410) (U-shaped) side beam; (420) lateral fastening means; (430) central fastening
means; (440) insulation; (460) sealing means; (510) pillar; (520) stairs; (530) patio
module.
DETAILED DESCRIPTION
[0019] As used below in this text, the singular forms "a", "an", "the" include both the
singular and the plural, unless the context clearly indicates otherwise.
The terms "comprise", "comprises" as used below are synonymous with "including", "include"
or "contain", "contains" and are inclusive or open and do not exclude additional unmentioned
parts, elements or method steps. Where this description refers to a product or process
which "comprises" specific features, parts or steps, this refers to the possibility
that other features, parts or steps may also be present, but may also refer to embodiments
which only contain the listed features, parts or steps.
The enumeration of numeric values by means of ranges of figures comprises all values
and fractions in these ranges, as well as the cited end points.
The term "approximately" as used when referring to a measurable value, such as a parameter,
an amount, a time period, and the like, is intended to include variations of +/- 10%
or less, preferably +/-5% or less, more preferably +/-1% or less, and still more preferably
+/-0.1% or less, of and from the specified value, in so far as the variations apply
to the invention disclosed herein. It should be understood that the value to which
the term "approximately" refers per se has also been disclosed.
All references cited in this description are hereby deemed to be incorporated in their
entirety by way of reference.
Unless defined otherwise, all terms disclosed in the invention, including technical
and scientific terms, have the meaning which a person skilled in the art usually gives
them.
For further guidance, definitions are included to further explain terms which are
used in the description of the invention.
[0020] In its most general form, the invention relates to a transportable prefab construction
module and a modular construction system comprising one or more prefab construction
modules, as well as methods of manufacturing a transportable prefab construction module,
in which such modules of modular construction systems may be used for constructing
dwellings or holiday homes, apartments, offices, garages, working spaces, studios,
garden pavilions, bathhouses, etc. With the modular construction system according
to the current invention, a first construction module according to the invention may
furthermore be combined/expanded with a basically unlimited number of further prefab
construction modules, which are connected to this first prefab construction module
in a lateral, transverse, adjacent or stacked manner. Depending on the ultimate purpose
and arrangement of the modular construction system, the number of prefab construction
modules, as well as the external and internal form with regard to the finish, components
and elements will differ. As a result thereof, the number of embodiments of the current
invention is effectively unlimited. An additional advantage is the fact that the prefab
construction module and modular construction system contemplated herein can be finished
in its entirety in a workshop (both with regard to the interior decoration and the
external finish). This allows the manufacturer, architect, the client or prospective
occupant to carry out an extensive check (quality, finish, etc.) of the structure
before the building structure is transported to the destination location. Each finished
module can then easily be transported by means of standard transport vehicles, such
as trucks, and positioned using standard construction vehicles, such as cranes.
[0021] In a first aspect, the invention relates to a transportable prefab construction module
comprising a foundation component and a structural frame, in which:
- (A) the foundation component comprises a reinforced concrete slab, which is provided
with at least 4 coupling elements configured for coupling a column to the reinforced
concrete slab, more specifically for coupling the structural frame to the reinforced
concrete slab by means of columns; and
- (B) the structural frame comprises:
- (i) at least four metal columns, each coupled at right angles to a first end of the
column by means of a coupling element on the reinforced concrete slab;
- (ii) a top supporting element comprising several metal rods supported by neighbouring
columns and bonded to a second end of the columns; and
- (iii) at least one roof element, in which the roof element is positioned between and
attached to the metal rods of the top supporting element, bridging the space between
the rods of the top supporting element.
[0022] The main advantage of the prefab construction module contemplated herein is the stability.
The combination of a foundation component comprising a concrete slab made of reinforced
concrete, and a structural frame made of metal (steel) which is securely anchored
in the reinforced concrete slab gives the current transportable prefab construction
module greater stability compared to other prefab construction kits or containers
which require an external foundation, which results in additional work, costs and
time on the site. The connection between the reinforcement of the foundation component
and the structural frame by means of the coupling element improves the stability still
further. The great stability of the structure is also an advantage during transportation
of the construction module from the production site to the site where the building
structure is ultimately positioned and reduces the risk of damage during transport,
for example in extreme weather conditions or when the transport vehicle is involved
in a collision. In addition, the materials used are not flammable and readily and
freely available in different sizes.
[0023] The
foundation component contemplated herein, in particular the
reinforced concrete slab, is made from a combination of metal and concrete, preferably made from steel and
concrete, such as reinforced concrete. The reinforced concrete slab is provided with
a metal mesh, preferably a steel mesh, which prevents or greatly reduces crack formation
and improves the strength and stability. The reinforced concrete slab contemplated
herein is configured in such a way that it allows the foundation component to be used
as foundation or base slab for the prefab construction module. The advantage thereof
is, inter alia, that no separate foundation has to be provided, and therefore no foundation
works have to be carried out, at the site where the prefab construction module or
the modular construction system is ultimately positioned, which may result in a significant
time saving.
[0024] In a particular embodiment, the reinforced concrete slab comprises concrete of a
concrete density of at least 1500 kg/m
3 or 2000 kg/m
3; preferably between 2000 kg/m
3 and 3000 kg/m
3; most preferably approximately 2400 or 2500 kg/m
3.
An additional advantage of concrete is the waterproofing and the lack of condensation
formation. This makes a prefab construction module suitable for use in moist regions
with possible waterlogging, such as flood areas. In addition, a higher concrete density
of the concrete slab increases the degree of waterproofing of the foundation component.
In certain preferred embodiments, the underside of the reinforced concrete slab comprises
one or more hollowings, recesses or slots. This has the advantage of limiting the
weight without sacrificing strength and stability, and makes it possible, in particular
embodiments, to easily connect different prefab construction modules to each other
by means of a steel rod, preferably with threaded connections, by means of a detachable
connection, in which case the metal rod connects a hollowing in the concrete slab
of a first construction module to a hollowing in the concrete slab of a second construction
module and is fixed using nuts. In addition, such a recess in the concrete slab may
provide space for supply and discharge lines, utility cables and the like. Such a
recess may comprise at least 20%, 30%, 40%, 50%, 60%, 70%, preferably approximately
2/3 to 3/4 of the surface of the concrete slab.
[0025] The
coupling element contemplated herein is preferably a coupling element which is compatible with both
steel and concrete. The coupling element makes it possible to couple a column of the
structural frame to the reinforced concrete slab of the foundation component. Preferably,
at least one coupling element is provided for each column. Since the frame as described
herein preferably comprises at least four columns, preferably there are also at least
four coupling elements provided. Preferably, each coupling element is situated in
the reinforced concrete slab and is integrated in, connected or anchored to the reinforcement
of the reinforced concrete slab, such as e.g. by welding the coupling element to the
reinforcement. Preferably, the coupling element is near the edge of the reinforced
concrete slab, such as preferably at less than 50 cm, 40 cm, 30 cm or 20 cm from an
edge of the reinforced concrete slab. Preferably, at least one coupling element is
positioned near one or more corners of the reinforced concrete slab, such as preferably
at least than 50 cm, 40 cm, 30 cm or 20 cm from a corner of the reinforced concrete
slab. In a specific embodiment, each corner of the reinforced concrete slab is provided
with a coupling element. By situating the coupling elements near or on the corners
of the reinforced concrete slab and integrating them with the reinforcement thereof,
a stability of the structural frame contemplated herein, and by extension, of the
entire prefab construction module is achieved which is highly suitable for the purposes
of the invention. As a result thereof, the reinforced concrete slab is able to absorb
any pressure or external stress factor on the frame to the greatest possible extent
without limiting the internal residential volume (which corresponds to the volume
determined by the structural frame). The person skilled in the art will understand
that the positioning of each coupling element depends on the individual embodiment
of the invention.
Coupling elements or coupling systems by means of which a column can be coupled or
anchored to a reinforced concrete slab (via a first end) are known. In specific preferred
embodiments, the coupling element comprises a bolt anchor, a concrete screw, a threaded
rod or reinforcing steel (reinforcing iron), in which case the latter protrudes from
the reinforced concrete slab and can be attached to a column. The coupling element
may also be removable or repeatedly fittable. Preferably, the coupling element is
permanently anchored to the foundation component.
[0026] The structural frame contemplated herein comprises at least four
columns. Each column is made of metal, preferably steel. When installed, each column is coupled
at right angles to the foundation component, in particular the reinforced concrete
slab, preferably in/on the corners of the reinforced concrete slab, by means of a
coupling element, as a result of which consequently the structural frame is also anchored
to the foundation component by means of the columns, preferably to the reinforcement
mesh of the reinforced concrete slab.
Optionally, additional columns may be provided, such as near the edges of the reinforced
concrete slab, which increases the stability and the strength. Some of these optional
columns may be removable: in some embodiments, such optional columns may be installed
during manufacturing and finishing of a modular construction system consisting of
the prefab construction modules contemplated herein in order to improve the stability,
assembly, finish and transportation, in which case, not all columns may still be required
or desired after transportation to the site where the modular building structure is
ultimately positioned, because they may possibly limit the available living space.
When several prefab construction modules are attached to one another, one or more
columns may be removed, in particular the columns which are situated in the centre
of the modular building structure, without limiting the stability of the modular construction
system.
A column is preferably positioned near a corner and/or near the edge of the reinforced
concrete slab. As the columns are anchored to the reinforced concrete slab by means
of a coupling element, the installation of a coupling element and the advantages thereof
described above also apply to the installation of the columns.
[0027] The structural frame contemplated herein furthermore comprises a
top supporting element. The top supporting element is made from metal; preferably steel. The top supporting
element is composed of one or more long bar-shaped elements, such as metal rods, beams
or bars, such as e.g. having an I-shaped profile, which are supported by the columns
and are bonded to a second end of the columns, parallel to the foundation component.
In some embodiments, the metal rod has a U-shaped profile facing the foundation component
for the installation of further finishing or sealing elements, such as wall panels.
The top supporting element connects at least two neighbouring columns. Preferably,
the top supporting element is rectangular in shape, with all columns of the structural
frame being connected.
[0028] The transportable prefab construction module contemplated herein furthermore comprises
at least
one roof element which forms part of the
roof component. Typically, a roof element is a supporting element, such as a rod or beam, positioned
between and attached to the metal rods of the top supporting element, bridging the
space between the rods of the top supporting element. The advantage of additional
supporting elements is that this results in increased stability and pressure absorption
for the prefab construction module, in particular the roof component, and makes it
possible to support and attach roof panels. Preferably, the roof element is made from
metal; most preferably steel.
[0029] Optionally, the structural frame contemplated herein may furthermore comprise a
bottom supporting element. The bottom supporting element is made from metal, preferably steel. The bottom supporting
element is composed of one or more long linear elements, such as metal rods, beams
or bars, which adjoin the reinforced concrete slab and are positioned between at least
two neighbouring columns, and attached to the reinforced concrete slab and/or one
or more columns. In specific embodiments, the metal rod has a groove or an L-shaped
or U-shaped profile facing away from the foundation component for installation of
further finishing or sealing elements, such as wall panels or sliding doors. In some
embodiments, prefab finishing elements, such as cassettes, wall panels, windows and/or
(glass) sliding doors, can easily be fitted between the top and the bottom supporting
element by means of a bottom supporting element. This offers additional stability
as such finishing elements are in this way fully connected to the structural frame.
The person skilled in the art will understand that the choice of the embodiment of
the bottom supporting element contemplated herein depends on the embodiment of the
prefab construction module, in particular the embodiment of the modular construction
system comprising several construction modules. Preferably, the rods which form the
bottom supporting element are only positioned on the outer edges of the modular construction
system composed of the construction modules.
[0030] In a particular embodiment, the structural frame has a bar-shaped structure, in which
the basic area, such as determined by a rectangle with the four columns as corners,
is approximately equal to the top surface, such as determined by the top supporting
element of the roof component. Ways and means to fasten the various steel elements
which form the (optional) bottom and top supporting element to the columns of the
roof elements are known. The metal components may be connected to each other, for
example by means of welding, bolting or a combination thereof, in such a way that
a stable structure is produced which makes it possible to support the prefab construction
module and which, in addition, is also able to resist external stress factors, such
as wind load or earthquakes.
[0031] In a particular embodiment, the structural frame furthermore comprises one or more
cross or X-shaped bracing systems between adjacent columns. Such bracing systems may
be permanent or temporary and improve the stability of a prefab construction module,
in particular during transport or when combining different construction modules to
form a modular construction system.
[0032] In particular embodiments, the metal components, in particular steel components,
of the structural frame and/or roof or wall panels, preferably those portions of the
structural frame of the roof or wall panels which are situated on the outside of the
module after manufacture, have undergone one or more surface treatments, in particular
to make them more resistant to ambient influences and/or for aesthetic reasons, such
as e.g. a surface treatment according to C3 (ISO12944) which makes it possible to
protect the steel structure against corrosion, coating with a primer and painting,
etc. The person skilled in the art will understand that the metal parts which are
directed inwards do preferably not require treatment due to the presence of insulation
and/or further coating.
[0033] In a particular embodiment, both the structural frame and the reinforced concrete
slab are a bar-shaped structure, characterized by a basic area, having a length and
a width, and by a height. The term "length" and "width" of a prefab construction module
or concrete slab as used herein corresponds to the longest dimension and shortest
dimension, respectively, of the basic surface, defined by the concrete slab and/or
the structural frame. The length and width of the structural frame corresponds to
the longest and shortest distance, respectively, between two neighbouring columns
or the longest and shortest dimension, respectively, of the surface defined by the
top supporting element, optionally including the width or diameter of the columns
themselves. The term "height" of a prefab construction module, as used herein, corresponds
with the height or thickness of the concrete slab augmented by the length of a column,
optionally augmented by the thickness of the roof component and/or top supporting
element. The height of the structural frame is typically the length of a column, optionally
augmented by the height or thickness of the top supporting element or the roof component.
In a particular embodiment, the structural frame comprises a bar-shaped structure
having a length of at least 4 m, preferably having a length between 4 and 16 m; more
preferably between 6 m and 12 m or between 7 and 10 m; and most preferably is approximately
8 m.
In a particular embodiment, the structural frame comprises a bar-shaped structure
having a width of at least 2 m of 3 m, preferably having a width between 2 m and 10
m; more preferably between 2.5 m and 8 m or between 3 to 6 m; most preferably between
approximately 4 and 5 m or is approximately 4 or 5 m.
In a particular embodiment, the structural frame comprises a bar-shaped structure
having a height of at least 2 m, preferably between 2 m and 10 m; more preferably
between 2 m to 8 m or between 2 m and 5 m; most preferably between 2.5 m and 3 m or
between 2.5 m and 3.5 m or 4 m.
In a particular embodiment, the reinforced concrete slab is a bar-shaped structure
having dimensions similar to those of the structural frame as described above and
having a maximum height or thickness of at least 20 or 25 cm, preferably has a height
between 25 cm and 60 cm; more preferably between 30 cm and 50 cm or between 30 cm
or 40 cm, and most preferably is approximately 35 cm. In case the reinforced concrete
slab comprises recesses on its underside, as described above, the thickness of the
concrete slab in the recess is at least 10 cm, preferably between 10 cm and 30 cm
or between 10 cm and 25 cm, more preferably between 10 cm and 20 cm or between 10
cm and 15 cm.
[0034] In a particular embodiment, the prefab construction module furthermore comprises
one or more transport elements or lifting elements to make lifting and/or displacing
the assembled construction module possible, such as one or more hooks, rings, lifting
eyes or anchors, which are attached, for example, to the top supporting element or
the roof component, or wheels, which are attached to the underside of the foundation
component, such as in one or more of the recesses contemplated herein of the reinforced
concrete slab, or a combination thereof.
[0035] In a particular embodiment, the prefab construction module furthermore has a surface
area ratio (SAR) defined as the ratio between a surface area defined by the top surface
of the foundation component, in particular the surface of the reinforced concrete
slab, to a surface area defined by the (rectangular) base of the structural frame.
The SAR varies between at least 0.8 to at most 2.0. Preferably, the SAR varies between
at least 0.85 and at most 1.5. More preferably, the SAR varies between at least 0.9
and at most 1.1. Most preferably, the SAR is approximately 1.0, or in other words,
the surface of the reinforced concrete slab is approximately equal to the basic area
of the structural frame. This has advantages with regard to stability, transportation,
finishing and combining several construction modules to form a modular construction
system according to the current invention.
[0036] In a preferred embodiment, the reinforced concrete slab furthermore comprises one
or more recesses or preformed or produced passages for one or more utility cables,
for the supply and discharge of the water and sanitary fittings, for gas supply and/or
for the heating installation (comprising one or more heating elements). The term utilities
is typically understood to mean electricity, telephone, television, internet and the
like.
The duct contemplated herein may be formed in various ways. In a particular embodiment,
the central part of the reinforced concrete slab is partly hollow or locally reduced
in thickness, as a result of which a recess is formed on the underside of the concrete
slab, the hollow space of the recess making it possible to secure one or more ducts.
In some embodiments, the ducts are positioned or formed at the same time as manufacturing
of the reinforced concrete slab is effected, thus improving the speed of production
and finishing. Preferably, the reinforcement is configured in such a way that the
presence of such recesses or ducts is possible. An advantage of these embodiments
is the fact that cables of the utilities and/or various lines of utilities, sanitary
fittings, heating and the like can very easily be incorporated into the construction
module, without additional installation material and without the cables or lines being
visible from the outside.
Due to the fact that the formed or produced ducts are provided in the prefab construction
module before the construction module is being transported and positioned, the time
for finishing and positioning can be limited significantly. In addition, this also
has advantages for transportation, since fewer components have to be transported separately
and there is also a reduced risk of damage to the components, such as the cabling
or sanitary fittings.
[0037] In a particular embodiment, the prefab construction module furthermore comprises
at least one and preferably a plurality of wall panels positioned between the foundation
component/the reinforced concrete slab and the top supporting element and between
at least two columns, in order to completely or partly close off one or more sides
of the prefab construction module contemplated herein.
Such wall panels may be made of metal, glass, plastic, concrete, wood, sandwich panels,
or any other suitable material metal or combinations thereof, optionally combined
with insulating material. In specific embodiments, the wall panels consist of metal
or glass. Metal wall panels have the advantage that they further improve the stability.
Furthermore, windows and doors may also be incorporated in the wall panels. Such an
embodiment has the advantage that it allows free positioning of the windows in a self-supporting
façade structure. In addition, such wall panels may also subdivide the interior space
into rooms or spaces.
In some embodiments, such a wall panel is a prefab cassette, as is known by the person
skilled in the art and is used, for example, in wood skeleton construction. An advantage
of prefab cassettes is the fact that they do not have to be made to measure, but are
supplied in a standard format. When installing the prefab construction module, the
prefab cassettes are adjusted in such a way that they can easily be fitted between
the (optional) bottom and top supporting element. This has advantages with regard
to manufacturing costs and installation time.
[0038] In a specific embodiment, the roof component, in addition to at least one roof element,
also comprises one or more roof panels which form a closed roof structure and which
are supported by the roof elements and/or the top supporting element.
In some embodiments, a flat roof structure is formed. The roof component, in particular
the roof panels, may consist of several materials, as is known to the person skilled
in the art, including plastic, metal, wood, glass, roofing, fibre cement panels, bituminous
materials or combinations thereof. Furthermore, attic windows or skylights may be
incorporated in a roof panel. In addition, the prefab construction module contemplated
herein is sufficiently strong to support specific roof structures, such as a green
roof, the installation of solar panels, or as a fitness room.
[0039] In a particular embodiment, the prefab construction module furthermore comprises
an insulating material adjoining one or more wall panels, one or more roof panels
and/or the reinforced concrete slab, to insulate the prefab construction module against
external temperatures (heat/cold) or prevent thermal bridges.
In a preferred embodiment, the insulating material is positioned between two layers
of wall panels; for example a wall panel adjacent to the outer side and a wall panel
adjacent to the inner side of the prefab construction module. In a preferred embodiment,
the insulating material is positioned between two layers of roof panels; for example
a roof panel adjacent to the outer side and a wall panel roof panel on the inner side
of the prefab construction module. As a result thereof, the prefab construction module
may be fully insulated without limiting the comfort of the module.
There is a large range of insulating materials available and the person skilled in
the art will understand that the choice of material depends on the embodiment of the
prefab construction module. In a particular embodiment, the insulating material is
selected from synthetic material, such as polyurethane (PUR) - polyisocyanurate (PIR),
phenolic foam (PF), expanded polystyrene (EPS), extruded polystyrene (XPS), and the
like. In a particular embodiment, the insulating material is selected from mineral
materials, such as mineral wool (MW) glass wool, rock wool, cellular glass (CG), expanded
perlite (EPB), and the like. In a particular embodiment, the insulating material is
selected from vegetable materials, such as flax, wood fibre, cellulose (paper, wood
fibre), sheep's wool, hemp, straw and reed, cork and the like. Preferably, synthetic
materials are used, because these can be supplied in the form of a prefab cassette
or be sprayed directly onto a prefab cassette panel. This has advantages with regard
to the installation time and simplicity of a prefab construction module. In addition,
these materials often have a good fire behaviour which improves the fire resistance
of a prefab construction module; which is important for prefab construction modules
which are intended for areas with an increased fire risk, for example near wooded
areas or in dry regions.
In a particular embodiment, the insulating material is a polyurethane foam (PU foam
or PUR foam) which is sprayed onto the inner side of a wall panel or into the space
between two wall panels.
[0040] In a second aspect, the current invention relates to a
modular construction system consisting of at least two prefab construction modules according to the present invention,
in which the at least two construction modules are attached to one another.
[0041] The at least two construction modules may be positioned laterally next to each other
or on top of each other. In the case of relatively large numbers of construction modules,
these may be both positioned laterally and stacked.
In a certain preferred embodiment, the modular construction system comprises at least
two construction modules according to the present invention, and at least one fastening
means, configured to attach two or several of the construction modules contemplated
herein; in which the at least two construction modules are fastened to each other
by the fastening means. In some embodiments, the at least two construction modules
according to the current invention are positioned laterally adjacent to each other.
In some embodiments, the at least two construction modules as described herein are
stacked on top of one another, in which, alternately, a structural frame is separated
by a foundation component. This has the advantage that the modular construction system
retains its strength and stability even if the bottom first construction module has
to support one or more other construction modules.
The function of the fastening means is to provide additional stability and strength
to a modular construction system which comprises at least two prefab construction
modules. In principle, the fastening means may be any structure which is capable of
connecting construction modules and attaching them to each other; such as an anchor,
hook, plate, bar, rod, and the like. Preferably, the fastening means is a structure
which connects and/or partly of completely overlaps the adjacent edges or lateral
surfaces of at least a first and a second construction module. The fastening means
may be made of metal; preferably steel.
In the case of lateral attachment, preferably both the foundation component and the
structural frame and the roof element or top supporting element of two adjacent prefab
construction modules according to the current invention are attached to each other,
as is schematically illustrated in Fig. 5A. In a preferred embodiment, the reinforced
concrete slabs of at least one first and one second construction module are configured
to be laterally attached to each other, as is schematically illustrated in Fig 5B.
In an example of such a preferred embodiment, as illustrated in Fig. 5E, each concrete
slab is provided with one or more hollowings or recesses on its underside and the
adjacent lateral surfaces of the at least one first and one second concrete slab are
provided with holes which are aligned with each other and thus make it possible for
a lateral fastening means as described herein, e.g. a metal rod, to be placed in the
holes of the first and second concrete slab. In particular, the preferably threaded
metal rod connects the hollowing of the concrete slab of the first module to the hollowing
of the concrete slab of the second module by means of the aligned holes and the rod
can be detachably secured by means of a nut in order to attach the first and second
concrete slab/construction module. The advantage of this embodiment is that the modular
construction system which is finished in a workshop can easily be disassembled into
its individual prefab construction modules and be transported, in order to be reassembled
and reattached to each other at the site where it is ultimately positioned.
In some embodiments, the reinforced concrete slab of at least one prefab construction
module comprises at least one rod which protrudes laterally from this reinforced concrete
slab and the reinforced concrete slab of at least one second prefab construction module
comprises a hole for each protruding rod, with the diameter of each hole approximately
corresponding to the diameter of the protruding rod which is aligned with the hole
during installation of the modular construction system, in which case this protruding
rod is positioned in this corresponding hole and acts as lateral fastening means.
In a preferred embodiment, the modular construction system furthermore comprises at
least one lateral fastening means for the lateral attachment of the structural frame.
Preferably, such a lateral fastening means for the structural frame of a first and
a second construction module according to the current invention comprises at least
one beam (also referred to as side beam herein) which is configured to absorb stress
or pressure and which is positioned between and attached to the structural frame of
the at least two adjacent prefab construction modules according to the current invention.
In a preferred embodiment, such a beam is a U-shaped beam which is configured to absorb
stress or pressure. In a particular embodiment, such a beam, in particular such a
U-shaped beam, is fitted between at least two adjacent columns of at least two mutually
attached construction modules, in which one side of the beam, in particular a U-shaped
beam, is fitted to a first column of a first prefab construction module and the other
side of the beam, in particular a U-shaped beam, is fitted to a second column of a
second prefab construction module, as is illustrated in Fig. 5F. Such beams, in particular
U-shaped beams, make it possible to absorb the external stress or pressure factors.
Preferably, the side beam is configured in such a way that it prevents the foundation
components of two adjacent construction modules from touching each other and forms
a joint or gap between the two adjacent construction modules. The advantage of these
embodiments is that such beams, in particular U-shaped beams, increase the stability
and resistance of the modular construction system further, inter alia by preventing
the structural frames of various adjacent construction modules to move with respect
to each other or to collide with each other due to external factors (wind, earthquakes),
in which such motion could, in addition, also cause structural damage to the foundation.
[0042] In a preferred embodiment, the modular construction system furthermore comprises
at least one lateral fastening means for the lateral attachment of the roof component.
In a preferred embodiment, the roof components or top supporting elements of at least
one first and one second construction module are configured to be laterally attached
to each other, as is schematically illustrated in Fig 5C. In an example such a preferred
embodiment, as illustrated in Fig. 5D, the roof component of top supporting element
comprises a protruding edge and the mutually adjacent lateral surfaces of the at least
one first and one second roof component/top supporting element are provided with holes
which are aligned with each other and thus make it possible for a lateral fastening
means as described herein, e.g. a metal rod, to be positioned in the holes of the
first and second roof element/supporting element. Preferably, the metal rod is threaded
and can be releasably secured by means of a nut in order to attach the first and second
construction module. The advantage of this embodiment is that the modular construction
system which is finished in a workshop can easily be disassembled into its individual
prefab construction modules and be transported, in order to be reassembled and reattached
to each other at the site where it is ultimately positioned.
In order to prevent water from seeping in via two mutually adjacent construction modules,
a sealing means is preferably provided between adjacent roof components of different
prefab construction modules. Such sealing means are known to the person skilled in
the art and comprise, for example, a layer of covering rubber (such as EPDM rubber),
which may be additionally protected by a metal cover.
[0043] In a particular embodiment, the modular construction system furthermore comprises
at least one central fastening means for the central attachment of at least three
or four prefab construction modules according to the current invention. The central
fastening means may be made of metal; preferably steel. The central fastening means
may, in principle, be any structure which is capable of connecting and fastening three
or four construction modules to each other; such as an anchor, plate, bar, rod, and
the like. Preferably, the central fastening means is a cross or X-shaped structure
which connects and/or partly of completely overlaps the adjacent columns of four construction
modules. In a preferred embodiment, at least two or three cross-shaped structures
are positioned between the adjacent columns of four construction modules at different
height.
The main advantage of a central fastening means is the additional stability which
is achieved compared to the modular construction system by connecting the columns
which are positioned centrally in the modular construction system. In addition, the
central fastening means makes it possible for the foundation components of the at
least three or four construction modules to not contact each other as a result of
internal or external pressure while forming a joint or gap between adjacent reinforced
concrete slabs. Contact between reinforced concrete slabs could cause structural damage
to a reinforced concrete slab. In addition, the central fastening means ensures that
each of the at least three or four construction modules can be positioned or pushed
to the desired position in a correct and simple manner. In this case, the central
fastening means fulfils an additional role as adjustment aid which ensures that the
modular construction system can be installed in the same way at the site where it
is ultimately positioned after it was disassembled for transportation.
[0044] The present prefab construction module and the modular construction system comprising
several such prefab construction modules may furthermore contain additional devices
and/or components:
- In a particular embodiment the modular construction system according to the present
invention furthermore comprises a patio module consisting of a second reinforced concrete
slab configured to be connected to a first reinforced concrete slab of at least one
prefab construction module and, in the fitted position, parallel to the top surface
of the first reinforced concrete slab. Such a patio module typically forms an external
structure adjacent to the modular construction system. Preferably, the patio module
extends the top surface of the adjacent reinforced concrete slab, so that no stairs
or steps have to be provided. Preferably, the patio module is attached to a prefab
construction module by means of a fastening means, such as the above-described fastening
means, which make it possible to attach the concrete slabs of adjacent construction
modules to each other. The person skilled in the art will understand that the patio
module may be finished with elements make it possible to increase the security (e.g.
by means of a fence), comfort or aesthetics of the patio module.
- In a particular embodiment, the modular construction system according to the present
invention comprises a plurality of piles which, in the fitted position, are secured
in the ground and attached to the construction module of the modular construction
system, in which case the piles together are configured to completely support the
prefab construction module of the modular construction system. The advantage of this
embodiment makes it possible to position the building structure on non-level ground
or in areas with a greater flood risk, or to place the building structure on a higher
level, so that the space under the prefab building structure is available for other
functions, e.g. a parking space. Such piles may be made from metal, concrete or wood
or a combination thereof, or any other material which is suitable and has sufficient
structural strength to support the prefab construction module contemplated herein
and/or modular construction system contemplated herein.
The piles may be made from metal, concrete, wood, or a composite material or a combination
thereof; preferably steel. The plurality of piles is configured to completely support
the modular construction system; to this end it has to be made of materials which
have a structural strength sufficient to cope with the weight of the modular construction
system, depending on the embodiment. The person skilled in the art will understand
that the plurality of piles may be positioned in such a manner that they diffuse the
weight load in an optimum manner, so that each pillar has to resist an approximately
similar amount of pressure.
- In a particular embodiment, in particular when there is a difference in height between
the ground level of the terrain on which the building structure is ultimately positioned
and the basic surface of a prefab construction module, the modular construction system
and/or prefab construction module according to the present invention comprises at
least one stair which, in the fitted position, is attached to at least one construction
module, preferably to the reinforced concrete slab thereof.
- In a particular embodiment of the modular construction system contemplated herein,
the joint or gap between adjacent concrete slabs is sealed by means of an expanding
sealant, such as a hydro-expansive swellseal mastic.
[0045] In a third aspect, the invention relates to a method for manufacturing a prefab construction
module contemplated herein or a modular construction system contemplated herein.
In particular embodiments, the method according to present invention comprises the
following steps:
- providing or manufacturing a reinforced concrete slab as described herein, provided
with several coupling elements;
- constructing the structural frame and attaching the structural frame to the reinforced
concrete slab by means of the coupling elements, preferably in a workshop, such as
a factory or hangar;
- installing the wall panels and the roof panels to form side walls and the roof structure.
This method makes it possible, on the one hand, to provide or manufacture a reinforced
concrete slab and, on the other hand, to install the structural frame and optionally
to install the wall panels and the roof panels in series or in parallel. By performing
several steps in parallel, it is possible to achieve an enormous time saving compared
to traditional construction systems, in which case the method has to be carried out
in a stepped manner.
When manufacturing the modular construction system, the present method furthermore
comprises the step of installing various prefab construction modules, preferably by
means of one or more fastening means as described herein, to form the modular construction
system.
In a preferred embodiment, the prefab construction module or the modular construction
system is furthermore finished entirely in the workshop, both with regard to the external
structure and façade covering (brick, wood and the like), and internal decoration
(including, but not limited to woodwork, sanitary fittings, floor covering, wall covering,
electricity, heating, and the like). In principle, the type of materials used or the
design for such a finish are not limited. Thus, the material for the façade may for
example be chosen to improve integration of the building structure at the construction
site or with regard to the reinforced concrete slab.
In a preferred embodiment, the construction module contemplated herein is prepared
for transportation after it has been assembled and finished and then transported to
the construction site.
Transportation of the present modular construction system means that, after the modular
construction system has been assembled and finished, the construction system first
has to be disassembled into its individual construction modules, which are subsequently
transported to the construction site, where the individual construction modules are
reassembled to form the modular construction system. As a result of the individual
construction modules having been finished in its entirety beforehand in a workshop,
only the zones where individual construction modules adjoin in the modular construction
system have to be finished, which results in a significant time saving.
The method contemplated herein has the advantage that a building structure consisting
of at least one prefab construction module as contemplated herein may be manufactured
and finished in its entirety in a workshop, for example a factory or a hangar, independent
from weather conditions. In addition, the entire quality control of the prefab construction
module may be carried out in the workshop, for example with regard to the stability,
strength and watertightness. Such quality inspections are often difficult to carry
out in situ and, in addition, the data of a poor result are often available too late.
In addition, the finished prefab construction module or modular construction system
may be seen and checked with a view to the degree of finish.
After transportation of the preferably finished prefab construction module, the building
structure can be positioned quickly and simply at the construction site, including
the optional assembly of different modules to form a modular construction system,
which results in a significant time saving with respect to known prefab construction
systems of the traditional house construction. The actual positioning of the construction
module or modular construction system at the construction site can thus be limited
to a minimum, such as only one day to a few days or a week, depending on the finishing
work that still has to be carried out in situ. As a result thereof, the prefab construction
modules can also be installed at locations where the construction options are very
limited, for example due to adverse weather or environmental conditions, or due to
the limitations in the environment, for example near busy roads or in densely populated
cities.
[0046] It will be clear that the prefab construction module and modular construction system
contemplated herein are very flexible with regard to the finish and design of the
interior, and also with regard to the finish of the façades and roofs. In principle,
there is no limitation regarding the choice of material. Optionally, the present prefab
construction module may comprise one and preferably a plurality of floor panels, which
cover the reinforced concrete slab at least partly. Floor panels are known to the
person skilled in the art and may be made of, inter alia, plastic, ceramic, wood,
glass, textile or combinations thereof. Examples thereof are laminate, parquet, tiles,
carpet, etc.
[0047] Below, some preferred embodiments are explained in more detail with reference to
the attached figures in order to illustrate the properties, advantages and particulars
of the present invention further. It will be clear that such an explanation can by
no means be interpreted as a limitation of the scope of the invention as such, and
in particular as defined in the following claims.
EXAMPLES
Example 1: Prefab construction module (100)
[0048] A prefab construction module (100) as illustrated in Figs 1, 2, 3 and 4 has a bar-shaped
structure. The prefab construction module (100) comprises a bar-shaped foundation
component (200) having a length of 8.0 m, a width of 4.0 m and a height of 35 cm.
The surface area defined by the top surface of the foundation component (200) is 32
m
2.
[0049] The foundation comprises a reinforced concrete slab (210) made of reinforced concrete
with a density of approximately 2500 kg/m
3 and reinforced with a steel structure. The foundation furthermore comprises four
coupling elements (250), each coupling element (250) of which is positioned on one
of the four corners of the rectangular top surface of the bar-shaped foundation (200);
as is illustrated in Fig. 2.
[0050] The prefab construction module (100) furthermore comprises a bar-shaped structural
frame (300) having a length of 8.0 m, a width of 4.0 m and a height of 3.0 m. The
surface area defined by the basic surface of the structural frame (300) is 32 m
2, which leads to a surface area ratio (SAR) of about 1. The structural frame (300)
is made up of four steel columns (325), each of which is coupled to a coupling element
(250), in a corner of the reinforced concrete slab, such as e.g. by means of four
bolt anchors in the reinforced concrete slab (210), at right angles with respect to
the foundation component (200). Optionally, the structural frame (300) may contain
one or more steel rods or elements which form a bottom supporting element (310). Such
rods are fitted to the reinforced concrete slab (210) and/or attached to a column
(325). The structural frame (300) furthermore comprises a top supporting element (360),
comprising several steel rods, with dimensions similar to those of the concrete slab
(210), attached to the top side of the columns (325) and parallel to the foundation
component (200); in which a rectangular top surface of the structural frame (300)
is formed with a surface area of approximately 32 m
2. The structural frame (300) furthermore also comprises a steel roof element (370),
positioned between and attached to the top supporting element (360), bridging the
space between the rods of the top supporting element (360).
[0051] The prefab construction module (100) furthermore comprises a plurality of panels
and insulating materials; as is illustrated in Figs 4, 9 & 10. The walls of the prefab
construction module (100) are formed by wall panels (315), substantially consisting
of steel, positioned between and attached to the bottom supporting element (310) of
the reinforced concrete slab (210) and the top supporting element (360) between two
neighbouring columns (325). A layer of PU foam is provided as insulating material
on the inner side of the wall panels. The roof component (350) of the prefab construction
module (100) is formed by a roof element (370) with a plurality of roof panels (375)
thereon. In this case as well, an insulating material is provided on the inner side
of the roof panels, e.g. a layer of mineral rock wool.
[0052] Figs 9 and 10 show a prefab construction module in different stages of construction,
with several wall panels and roof panels having been positioned to form side walls
and the roof.
[0053] The floor of the prefab construction module (100) is formed by a plurality of floor
panels (215) positioned on the foundation component (200). The majority of the floor
panels (215) is made from wood for warmth, comfort and aesthetics. Underfloor heating
may be installed and/or insulating material may be fitted between the reinforced concrete
slab (200) and the floor panels (215). In addition, the foundation component (200)
has a manufactured duct (220) to which water supply or discharge and sanitary fittings
may be connected, or in which the utility cables may be fitted; as is illustrated
in Fig. 3.
Example 2: modular construction system comprising several modular construction modules
[0054] A modular construction system (400) may also consist of several prefab construction
modules and may therefore consist of different materials, sizes and embodiments.
[0055] Figs. 5A, 5B and 5C show a modular construction system (400) consisting of two prefab
construction modules (100) which are positioned so as to adjoin each other laterally
by their longitudinal direction. The reinforced concrete slab (210) of each construction
module comprises two large rectangular recesses (260) which constitute approximately
75% of the surface of the concrete slab. The foundation component and the roof component
of the adjacent construction modules (100) are attached to each other by means of
a steel lateral fastening means (420). Fig. 5D shows a preferred fastening means for
the roof component in which a threaded steel rod is positioned between two projections
in the roof component of the two different construction modules through aligned holes
provided in each projection and fixed using nuts. The adjacent roof components are
made watertight by means of a covering rubber and metal cap (460) which cover the
projections of the adjacent modules. Fig. 5E shows a preferred fastening means in
which a threaded steel rod is positioned between two recesses (260) in the reinforced
concrete slab of the two different construction modules through aligned holes provided
in each reinforced concrete slab (210) and fixed with nuts. Two such lateral fastening
means may be provided every 4m. Furthermore, two U-shaped steel supporting beams (410)
are fitted between the two adjacent columns (325) of the two adjacent construction
modules (100), on both sides, as is illustrated in Fig 5F. Based upon the dimensions
of the preferred embodiment of the prefab construction module (100) from Example 1,
a modular construction system (400) having a total surface area of approximately 64
m
2 is obtained.
[0056] Figs. 6A and 6B show a modular construction system (400) comprising four prefab construction
modules (100). The foundation components of the adjacent construction modules (100)
are attached to one another by means of lateral fastening means (420), in which each
construction module (100) is laterally connected to two other construction modules
(100), as described for Fig. 5, and a central cross-shaped steel fastening means (430),
positioned between the 4 adjacent columns, which centrally connects the four prefab
construction modules at different heights. Furthermore, four U-shaped steel beams
(410) are fitted between the two adjacent columns (325) of two adjacent construction
modules (100), on one side. Based on the dimensions of the preferred embodiment of
the prefab construction module (100) from Example 1, a modular construction system
(400) having a surface area of approximately 128 m
2 is obtained.
[0057] Figs. 7A and 7B represent an assembled modular construction system (400) comprising
four prefab construction modules (100) and show how an assembled modular construction
system (400) offers a plurality of living spaces after finishing, including a living
room, dining room, kitchen, two bedrooms, two bathrooms, a toilet and an entrance,
and shows an example of a façade finish consisting of wooden slats and windows. Fig.
11 shows an external view of a finished modular construction system, in which the
façade materials are selected in connection with the concrete slab and the visible
steel columns and roof component.
[0058] Figs. 8A, 8B and Fig 12 show a variant of the modular construction system from Fig.
7, in which the assembled modular construction system (400) is supported by piles
and furthermore comprises a patio module (530). The piles may be driven into the underground
up to a depth of approximately 5 to 10 metres, inter alia depending on the slope of
the topsoil. Subsequently, the modular construction system (400) is fully assembled,
with each prefab construction module (100) resting on six piles. The modular construction
system according to Figs 8A and 8B furthermore comprise a fifth prefab construction
module (100) for an additional living space, and a staircase (520). Such assembled
modular construction systems (400) are highly suitable for use in a flooded area or
on sloping ground; as is illustrated in Fig. 8B.
1. Transportable prefab construction module (100), comprising
- a foundation component (200), comprising:
o a reinforced concrete slab (210), configured as a foundation for the prefab construction
module and comprising a concrete slab with a metal, preferably steel, reinforcement
mesh;
o at least four coupling elements (250), in which the coupling elements are configured
and positioned in the reinforced concrete slab (210) for coupling a column (325) to
the foundation component (200);
- a structural frame (300), comprising:
o at least four metal, preferably steel, columns (325) which are positioned at right
angles with respect to the reinforced concrete slab (210) and in which a first end
of each column is attached to the reinforced concrete slab (210) by the coupling element
(250);
o a top supporting element (360) comprising several metal, preferably steel, rods
attached to a second end of neighbouring columns (325) parallel to the reinforced
concrete slab (210), forming a rectangular top supporting element (360);
o at least one roof element (370), in which the roof element (370) is positioned between
and attached to the metal, preferably steel, rods of the top supporting element (360),
bridging the space between the rods of the top supporting element (360).
2. Prefab construction module (100) according to Claim 1, in which the structural frame
(300) is directly connected with the reinforcement mesh of the reinforced concrete
slab (210) by means of the at least four coupling elements (250).
3. Prefab construction module (100) according to Claim 1 or 2, in which the reinforced
concrete slab (210) comprises a recess (260) or a formed or manufactured duct (220)
on the underside for utilities and sanitary pipes.
4. Prefab construction module (100) according to one of the preceding claims, in which
a surface area ratio (SAR) is defined as the ratio of a surface defined by the top
surface of the foundation component (200) to a surface defined by the rectangular
basic surface of the structural frame (300) and in which the SAR varies between 0.9
and 2.0; preferably between 0.95 and 1.5; more preferably between approximately 1
and 1.2; and most preferably the SAR is approximately 1.
5. Prefab construction module (100) according to one of the preceding claims, furthermore
comprising one or more of following elements:
- at least one and preferably a plurality of wall panels (315) positioned between
and attached to the reinforced concrete slab (210) and the top supporting element
(360) between two neighbouring columns (325) to form an at least partly and preferably
completely closed side wall;
- at least one and preferably a plurality of roof panels (375), which form part of
the roof element (370) and are positioned between the metal rods of the top supporting
element (360) to form a closed roof structure;
6. Prefab construction module (100) according to Claim 4 or 5, furthermore comprising
an insulating material adjacent to one or more wall panels (315), one or more roof
panels (375) and/or to the reinforced concrete slab (210).
7. Prefab construction module (100) according to one of the preceding claims, in which
the structural frame (300) is bar-shaped and comprising:
- a basic area having a length of at least 4 m, preferably having a length between
4 and 16 m; more preferably between 6 m and 12 m of between 7 and 10 m; and most preferably
is approximately 8 m;
- a basic area having a width of at least 2 m or 3 m, preferably having a width of
between 2 m and 10 m; more preferably between 2.5 m and 8 m of between 3 to 6 m; most
preferably between approximately 4 and 5 m of approximately 4 of 5 m is;
- a height of at least 2 m, preferably of between 2 m and 10 m; more preferably between
2 m to 8 m or between 2 m and 5 m; most preferably between 2.5 m and 4 m or between
2.5 m and 3 m;
and/or in which the reinforced concrete slab
- has a height of at least 25 cm, preferably has a height of between 25 cm and 60
cm; more preferably between 30 cm and 50 cm or between 30 cm of 40 cm, and most preferably
is approximately 35 cm;
- has a surface having a length of at least 4 m, preferably having a length of between
4 and 16 m; more preferably between 6 m and 12 m or between 7 and 10 m; most preferably
is approximately 8 m; and
- has a surface having a width of at least 2 m or 3 m, preferably having a width of
between 2 m and 10 m; more preferably between 2.5 m and 8 m or between 3 to 6 m; most
preferably between approximately 4 and 5 m or is approximately 4 or 5 m.
8. Prefab construction module (100) according to one of the preceding claims, in which
the first end of each column (325) is coupled to the foundation component (200) by
at least one bolt anchor, concrete screw, threaded rod and/or reinforcing steel (reinforcing
iron).
9. Prefab construction module (100) according to one of the preceding claims, furthermore
comprising a transport element or lifting element (390) configured for displacing
the prefab construction module (100); such as one or more hooks, rings, lifting eyes,
anchors, wheels, or a combination thereof.
10. Prefab construction module (100) according to one of the preceding claims, in which
the reinforced concrete slab (210) has a concrete density of between 2000 kg/m3 and 3000 kg/m3; preferably between 2300 and 2500 kg/m3.
11. Modular construction system (400), comprising at least two construction modules (100)
according to one of Claims 1-10, in which a first and a second prefab construction
module (100) are attached to one another by means of a fastening means.
12. Modular construction system (400) according to Claim 11, in which the first and the
second prefab construction module are attached to one another by one or more fastening
means, in which:
- the reinforced concrete slab (210) and/or the top supporting element (360) of a
first and second prefab construction module (100) are configured to be laterally fastened
to each other; and/or
- the modular construction system (400) contains a lateral fastening means (420),
configured for fastening two prefab construction modules (100); and/or
- the modular construction system (400) contains a central fastening means (430),
configured for fastening four prefab construction modules (100); and/or
- the modular construction system (400) furthermore contains a beam (410), preferably
a U-shaped beam, attached to a column (325) of a first prefab construction module
(100) and to a column (325) of a second prefab construction module (100), in which
this beam (410) is configured for absorbing stress or pressure.
13. Modular construction system (400) according to one of Claims 11 or 12, furthermore
comprising a patio module (500) consisting of a second reinforced concrete slab configured
for connecting to a first reinforced concrete slab (210) of at least one prefab construction
module (100) and positioned parallel to, preferably in line with, the reinforced concrete
slab (210) of the adjacent prefab construction module.
14. Prefab construction module (100) according to one of claims 1 to 10 or the modular
construction system (400) according to one of Claims 11 to 13, furthermore comprising
a plurality of piles (450) which, in the fitted position, are positioned in the ground
and attached to the construction module (100) of the modular construction system (400),
with the piles (450) together being configured to completely support the prefab construction
module (100) or the modular construction system (400).
15. Method for manufacturing a prefab construction module according to one of Claims 1
to 10 or the modular construction system (400) according to one of Claims 11 to 13
comprising the following steps:
(i) providing or manufacturing a reinforced concrete slab (210) as described herein,
provided with several coupling elements (250);
(ii) installing the structural frame and attaching the structural frame (300) to the
reinforced concrete slab (210) by means of the coupling elements (250);
(iii) installing the wall panels (315) and the roof panels (370) to form side walls
and the roof structure; and
(iv) when manufacturing the modular construction system (400), installing various
prefab construction modules (100), preferably by means of one or more fastening means
(420), to form the modular construction system (400).