[0001] The invention relates to a load bearing slab structure in buildings, where the slab
structure comprises at least an upper metal sheet construction, a concrete layer provided
on top of it and a heat insulation layer provided underneath it and arranged to join
said slab construction at the top surface of said insulation layer, as well as a lower
steel sheet construction provided at the bottom surface of said heat insulation layer,
which steel sheet construction has a surface joint with to the bottom surface of said
heat insulation layer, so that the distance between the upper and lower steel sheet
constructions is defined by the heat insulation layer. Another object of the invention
is a prefabricated element in order to realize in buildings a load bearing slab structure
of the above-described type.
[0002] Corrugated metal sheet has for a long time been used for instance in base floor structures,
both as a casting mold and as a replacement for concrete reinforcements, in which
case the corrugated sheet and the attached concrete together form a so-called composite
structure. The combination of metal sheet and hardened concrete is generally called
a composite slab. A critical feature in the design of said slab is the deformation
created in the casting process prior to the hardening of the concrete. Said deformation
is seen in a drawing of the patent publication GB-1,094,581, and in order to prevent
the creation of such deformations, it is suggested that the corrugated metal sheet
is supported, for the duration of the casting process, by auxiliary structures provided
underneath, which structures are removed after the concrete mass is hardened. According
to said publication, it also is advantageous to provide the corrugated metal sheet
by an additional, generally straight metal sheet that is attached underneath it.
[0003] There are known several different types of corrugated metal sheets, i.e. joining
plates, for composite structures. Publications GB-1,094,581 and US-5,566,522 disclose
preferred joining plates provided with more or less dovetail-shaped ribs, the sides
of said ribs being located on the upwardly directed surface so that they are spaced
further apart than at the intermediate sections connecting said ribs. This type of
design effectively receives the perpendicular forces directed to the joining plate,
thus in part preventing the joining plate and the hardened concrete from being detached
in the composite slab during loading. In addition, said publications illustrate additional
transversal corrugations arranged at least on the bottom of the ribs, the purpose
of which is further to prevent the concrete and the joining plate from being detached
during the loading of the composite slab, i.e. to receive shearing forces that are
directed, in the parallel direction of the joining plate, to the border area between
the joining plate and the hardened concrete. Said US publication does not, however,
at all discuss the problems that arise when casting wet, fluid concrete mass onto
the joining plate.
[0004] In the patent publication FI-61,067, there is described a slab structure designed
for base floor, intermediate floor, roof and wall structures of buildings, through
which structures an air stream is arranged to flow for heating or cooling purposes.
In order to form the base and/or wall structures essentially completely of said slab
structure, the slab structure comprises at least the following layers in a combined
sandwich structure: an insulating layer made of self-adhesive, expandable insulation
material; a corrugated sheet provided with grip protuberances; an intermediate sheet
or the like arranged in between the two aforementioned layers, which intermediate
sheet together with the corrugations of said corrugated sheet defines an air duct
system in the structure, and which sheet prevents the corrugations of the corrugated
sheet from being filled at said air ducts when producing the insulation layer of an
expanding material; a casting component, for instance a concrete layer, which is either
precast or cast on site, by using said corrugated sheet as the mold sheet, on the
opposite side of the corrugated sheet with respect to said insulation layer, so that
said casting component together with the corrugated sheet forms a load bearing composite
structure owing to the grip protuberances of the corrugated sheet. Thus, an additional
sheet is provided underneath the corrugated sheet, in similar fashion as in the above
described publication GB-1 094 581, but here the purpose is to obtain in the corrugated
sheet such air ducts that remain open irrespective of the casting and expansion of
the insulation layer, which procedure is applied directly onto the combination of
the corrugated sheet and the additional sheet. Said FI publication does not, however,
at all discuss the problems that arise when casting wet, fluid concrete mass onto
the corrugated sheet, i.e. onto the joining plate.
[0005] The publication WO-96/02711 specifies a prefabricated sandwich element comprising
an upper metal or steel sheet, a lower metal or steel sheet and a core part provided
therebetween, said core part being made of expanded polystyrene, polyurethane or mineral
wool. The sheets are joined to the core by gluing, heat-fusion or by adhesion. In
the first embodiment, the side edges of the elements are provided with undercuts,
and in said area, i.e. between the element edges, there are provided the edge parts
of the lower sheet with their concrete engagements and the folds of the upper sheet
with their concrete engagements. In the second embodiment, the edges of the lower
sheet are folded to above the upper sheet, and in this area, there are arranged respective
lower sheet edge parts with concrete engagements and upper sheet folds with concrete
engagements. In the first embodiment, the elements can be joined together at said
edges, or simply, in the second embodiment, arranged in a mutual butt contact. On
top of said combination, there is cast concrete, which is engaged with the edge elements
described above. Although the publication mentions a possibility to provide the upper
sheet with protuberances, it on the other hand states that the principle of the invention
includes the exclusion of any upwardly projecting parts and elements. Consequently,
one of the teachings of said publication is that the concrete must in the first place
engage the lower sheet of the sandwich element, as is the case in all described embodiments
and drawings of the publication. Said engagement of the concrete to the edges of the
lower sheet takes place either in the narrow slots between the elements, or above
the top surface of the elements. A second defined teaching of said publication is
that the concrete layer and element form, as a uniform entity, a load bearing structure,
where the lower metal sheet carries the tensile stress, and the hardened thin concrete
layer carries the compression stress. When observing the drawings of the publication,
it is found out that the concrete layer is fairly thin, i.e. the question is mainly
of a concrete coating, which is not and cannot be the major load bearing structure
element in the way it is described in the above mentioned publication. However, irrespective
of the designs of said publication, it is difficult to achieve a high load bearing
capacity when using the suggested structure. Moreover, the suggested structure may
suffer from strength-weakening corrosion problems when it is used in base floors.
The fact that the lower sheet extends at the element edges through the thickness of
the core part, as far as the concrete layer, leads to the creation of cold bridges
in the structure, i.e. to a phenomenon where heat flows from the inside of the building,
via the metal sheet folds provided at the element edges, to the exterior, which means
that the use of the structure as base floors and roofs is disadvantageous, to say
the least. Moreover, the fire resistance of the suggested structure with respect to
the space provided underneath it is below standard, which makes it difficult to use
the structure as intermediate floors and roofs.
[0006] Hence, the object of the present invention is to attain an element, suitable to be
prefabricated, that can be installed, if possible, to rest only at the ends or side
edges on the top edge of the foundation or of the walls, on top of which element there
can then be poured fluid concrete mass without causing remarkable deformations in
said element. Thus the aim is to avoid the use of any supports that are arranged underneath
the element in order to support it during the concrete casting, but are disassembled
or removed after the concrete is hardened, even if the bearing distance should be
large. A second object of the invention is to attain a load bearing slab structure
for buildings, which slab structure is based on metal sheets and a concrete layer
and is capable of bearing even large loads. A third object of the invention is to
attain a slab structure of the described type, which could also function as an ideally
effective heat insulation without harmful cold bridges and could insulate, when used
as a base floor, the space above it for instance against the radon emitted from the
ground underneath the slab without having to perform additional work on site. Further
an object of the invention is to attain a load bearing slab structure with first-class
fire resistance, which can accordingly be used in many different building subjects.
[0007] The above described problems are solved and the objects are achieved by means of
a slab structure according to the invention, characterized by what is set forth in
the characterizing part of claim 1, and by means of a prefabricated element according
to the invention, characterized by what is set forth in the characterizing part of
claim 13.
[0008] The most essential advantage of the slab structure of the invention is the fact that
it can be used, apart from a base floor with a creeper space in buildings, also as
an intermediate floor and a roof, and it already has an excellent load bearing capacity
in itself, which capacity can be further adjusted by means of additional concrete
reinforcements and by the thickness of the concrete casting, although in most cases
additional reinforcements are not needed at all, or only to a minimal degree. An additional
advantage is that in most cases, after the concrete has hardened, it is not necessary
to do for example insulation work, because the slab structure already includes insulation
against moisture, heat and radon, and the slab structure is compacted, without any
special measures, for instance against the heat insulation of the foundation. The
most essential advantage of the prefabricated element to be utilized in the production
of the slab structure is that it is capable of carrying the load of the wet concrete
mass even with a large bearing distance, for instance 6 - 7 m, without specially added
props or supports, with only minimal deformations. This means that in most cases the
elements can be installed at their ends and/or edges only, to rest on the foundation
or the wall edges, and extra intermediate supports are not needed. After casting,
the load bearing slab is ready, because the structure does not need dismountable molds
or casting supports, and piping and the like for various purposes can be suspended
in the slab structure. Among the special functional features of the invention, let
us point out first of all that during concrete casting, the joining plate functions
by compression stress, and after the concrete is hardened, when the base floor is
loaded, it functions by tensile stress, and secondly, that the tensile stress created
in the bottom surface sheet of the heat insulation and the compression stress created
in the joining plate receive the deformation moment directed towards the element by
the weight of the wet concrete. The ready-made slab structure according to the invention
has excellent fire resistance, because there the steel parts that in part receive
the total loads, i.e. the joining plate in particular, are effectively heat insulated
during a fire, also against heat that comes from below. This makes it possible to
use the slab structure according to the invention also as intermediate floors and
roofs. The ready-made slab structure according to the invention also has an excellent
heat insulation capacity, because the joining plate provided on top and the steel
sheet part or steel profiles provided underneath are not at any point in mutual contact
and do not even come near to each other. Thus both heat losses and condensation water
problems are avoided, and the slab structure of the invention can be used both as
base floors and as roofs without extra heat insulation. Moreover, among the advantages
of the invention let us point out the possibility to lay the foundations of a building
at a rapid speed, particularly when combined with steel beams. A remarkable amount
of time and money is saved in reduced earth-moving and digging work. Because the base
floor is not supported against the earth, it need not be built and evened out. A light
and accurately measured prefabricated element, combined of an insulation, a joining
plate and a steel sheet part or steel sheet profiles, is economical to transport even
at longer distances, and these elements are easily installed irrespective of the weather
conditions. For instance the installation of floor heating in cast concrete is conveniently
carried out. All of the above mentioned features result in cost-effective, rapid and
ecologically efficient building.
[0009] The invention is described in more detail with reference to the appended drawings.
[0010] Fig. 1 represents a first embodiment of a load-bearing slab structure according to the invention
and of an element prefabricated for said structure, shown in a cross-section corresponding
to the plane I - I of figure 4, and seen in an axonometric illustration.
[0011] Fig. 2 represents a second embodiment of a load-bearing slab structure according to the
invention and of an element prefabricated for said structure, shown in a cross-section
corresponding to the plane I - I of figure 4, and seen in an axonometric illustration.
[0012] Fig. 3 represents a third embodiment of a load-bearing slab structure according to the invention
and of an element prefabricated for said structure, shown in a cross-section corresponding
to the plane I - I of figure 4, and seen in an axonometric illustration.
[0013] Fig. 4 illustrates a fourth embodiment of a load-bearing slab structure according to the
invention and of an element prefabricated for said structure, seen in a longitudinal
section corresponding to the plane II - II of figures 1 - 2, and shown as installed
in the final location, on the foundation or walls of a building.
[0014] In general, the slab structure 1 comprises at least an upper metal sheet construction,
on top of it a concrete layer 7 and underneath it a heat insulation layer 8, the top
surface Py of said heat insulation layer being fixed with said sheet construction,
as well as a lower steel sheet construction installed at the bottom surface Pa of
said heat insulation layer, which lower steel sheet construction is in surfaced fixing
with the bottom surface of the heat insulation layer, so that the distance between
the upper and lower steel sheet constructions is defined by the thickness H2 of the
heat insulation layer.
[0015] In the drawings, there is seen the load bearing slab structure 1 for buildings. This
slab structure 1 is suited to be used in buildings as base floors, intermediate floors
and roofs, but especially as base floors and reinforcements owing to the heat insulation
layer 8 that constitutes the structural part thereof. The ready-made slab structure
1 according to the invention comprises at least a corrugated metal joining plate 3
and a concrete layer 7 that is cast and hardened on site on top of said slab structure
and is thus attached to the joining plate provided with several concrete engagement
ribs 13. Moreover, a ready-made slab structure 1 includes a heat insulation layer
8 provided underneath said joining plate 3 and attached to said slab 3 at its top
surface Py. In particular, the slab structure 1 also includes either a continuous
steel sheet part 4 attached to the bottom surface Pa of said heat insulation layer
by means of a surfaced fixing, or a number of adjacent steel sheet profiles 5, 6 attached
thereto by means of a surface joint. Said steel sheet part 4 or respectively the steel
sheet profiles 5, 6 have dimensions to carry, in the slab structure 1, at least those
tensile stresses that are directed thereto, during the casting of the concrete mass
B and after it, when the concrete mass still is in fluid state. As regards the joining
plate 3, it has shapes and dimensions to carry at least the tensile stresses, directed
thereto during the use of the slab structure, of the total load C + F, composed of
the weight of the hardened concrete C and of the external other load F resting on
the slab structure when the concrete C is hardened, while the joining plate and the
hardened concrete C together form the main load bearing structure of the ready-made
slab. In addition, the joining plate 3 has shapes and dimensions to carry the compression
stresses caused by the fluid, not yet hardened concrete mass created by the concrete
layer 7. Thus the materials of the slab structure include, starting from the top:
concrete or reinforced concrete, typically a joining plate made of steel, and heat
insulation, as well as the steel profiles or steel sheet provided at the bottom surface.
The load bearing slab structure 1 according to the invention is composed of four superimposed
and mutually joined structural parts with a structural joining effect between them.
[0016] According to the invention, in order to realize the above described load bearing
slab structure 1 in buildings, there is first produced an industrially made, prefabricated
element 20, which is brought to the building site to be used as an underlay for base
floors, intermediate floors or roofs. Said prefabricated element 20 comprises a composite
steel slab 3 provided with at least several concrete engagement ribs 13, a heat insulation
layer 8 directly attached to said slab 3, and a continuous steel sheet part 4, or
a number of adjacent steel sheet profiles 5, 6 provided at the bottom surface Pa of
the heat insulation layer. The joining plate 3 is advantageously composed of a continuous
steel sheet, i.e. one continuous steel sheet, provided with several concrete engagement
ribs 13 that are widened when proceeding away from the heat insulation layer, i.e.
in the direction W2→W1. The top surface Py of the heat insulation layer 8 is directly,
i.e. immediately, without other sheet material layers, attached to at least the downwardly
directed intermediate sections 12 arranged between the concrete engagement ribs 13,
i.e. the sections that are located against the heat insulation layer. Said intermediate
sections 12 may be planar in shape, or they may include various patterns 19 in order
to enhance the engagement of the concrete layer 7, or in order to further reinforce
the prefabricated element 20. In said case that even includes patterns 19, the envelope
surface of the intermediate sections 12 is advantageously a plane, and at least 50%
or advantageously at least 70% of the area of the planar and intermediate sections
is connected to said envelope surface, so that in a preferred embodiment of the heat
insulation, the planar top surface Py is attached to the joining plate 3 in a sufficiently
large area. In a case where the heat insulation layer 8 is cast onto the composite
steel slab, said planar feature is of no remarkable importance. At the bottom surface
Pa of the heat insulation layer, there is attached, in the same way as above, by surface
grip, the continuous steel sheet part 4 or adjacent steel sheet profiles 5, 6. The
sheet part and respectively the profiles have shapes and dimensions to carry at least
the tensile stresses directed thereto when the concrete layer 7 of the slab structure
is still in the form of non-hardened concrete mass B.
[0017] In order to achieve the above described effects, the bending resistance of the joining
plate 3 is higher than the bending resistance of the part 4 of the continuous steel
sheet, or the added bending resistance of the adjacent steel sheet profiles 5, 6,
in which values there are taken into account both the material thickness and shape
of the concrete engagement ribs 13, and possibly the shape of the longitudinal corrugations
15. Advantageously the bending resistance of the joining plate is essentially higher,
for instance at least 1.5 times as high or typically at least double or possibly at
least triple in comparison with the bending resistance of the continuous steel sheet
par, or with the added bending resistances of the adjacent steel sheet profiles. Normally
also the material thickness S1 of the joining plate 3 is larger than the material
thickness S2 of the continuous steel sheet part, or the average of the material thickness
S3 of the adjacent steel sheet profiles, i.e. the real material thickness when calculated
as distributed throughout the whole slab.
[0018] In the method according to the invention, the above described element 20 is arranged,
at the ends 16b or the edges 16a, 16b, to rest on the foundation 30 or the walls 30b,
so that the steel joining plate points upwardly, and the steel sheet part 4 or respectively
the steel sheet profiles 5, 6, point downwardly, in which case in the area below the
steel sheet part or the steel sheet profiles, restricted by the element ends or side
edges, there is left a space T for air, such as a ventilated plinth or a room. The
prefabricated element 20 has sufficient rigidity and strength in order to be able
to operate at the length L
L and width of the element between the ends 16b or the edges 16a, 16b without intermediate
supports that should later be removed. It is of course possible that in the area of
the prefabricated element 20, the building may for various reasons be provided with
load bearing structures, or with walls at other places than at the ends or edges of
the element. However, these supports are not removable but permanent supports, and
they do not prevent the achieving of the advantages of the invention, i.e. the extremely
long bearing distance or support distance. In the next step, the fluid concrete mass
is poured onto the composite steel slab 3 up to the desired thickness H1, whereafter
the concrete mass is allowed to be hardened to form the concrete layer 7. In order
to achieve the desired properties for the slab structure 1, the thickness H1 of the
concrete layer 7 is larger, in a predetermined proportion, than the height H4 of the
concrete engagement ribs 13. Typically the thickness of the cast concrete is 100 mm
- 160 mm, but depending on the situation it may even fall outside the range of said
measures. When necessary, a concrete reinforcement 17 can be added in a suitable way
on top of the joining plate profile prior to the casting of the concrete mass B. The
simplest way to do this is to arrange the concrete reinforcement in a lattice, so
that the first set of reinforcement steels is arranged on top of the concrete engagement
ribs 13 of the joining plate, whereafter there is added, transversally on top of them,
a second set of reinforcement steels, so that the second set is arranged transversally
to the first set and suitably attached thereto, and positioned at least approximately
in parallel with the concrete engagement ribs 13 and arranged for example in between
them, as is seen in figure 2. In this case, the concrete layer 7 includes, after the
concrete mass B is hardened, a concrete reinforcement 17 that is separate from the
joining plate, which concrete reinforcement together with the joining plate 3 increases
the load bearing capacity of the slab structure, i.e. its rigidity and strength.
[0019] In the prefabricated element 20, at least at the ends 16b and when necessary, also
at the side edges 16a - and in this latter case consequently at all edges 16a, 16b
- the composite steel slab 3 protrudes out of the heat insulation layer 8 and of the
steel sheet part 4 located below it, or respectively out of the steel sheet profiles
5, 6 for the length of the protrusion Lu. The protrusions Lu, or more accurately the
intermediate sections 12 shown in said protrusions, are positioned so that they rest
on top of the supporting top surfaces 23 of the load bearing areas of the foundation
30a or the walls 30b. Now the fluid concrete mass B can be cast. In order to provide
an edge mold for the concrete mass, for restricting the concrete layer in the horizontal
direction, the external lining plate 18 of the foundation 30a or of the walls 30b
or the like, which plate may on the inner surface include the heat insulation 29 of
the foundation or plinth or wall, in the way described in figure 4, is allowed to
extend upwardly from the surface 23 supporting the element 20 of the foundation and
respectively of the wall, for the length of the mold height H3, in which case the
external lining plate 18 serves as the mold for the concrete mass B to be cast. Also
it is advantageous to design the prefabricated element 20 so that the bottom surface
Pa of its heat insulation layer 8 and/or the bottom surfaces of the steel sheet part
4 or the steel sheet profiles 5, 6 are set, when installing the element in place,
against the top edge 28 of the heat insulation possibly provided at the inner surface
of the foundation or the wall, in which case a continuous, continuous heat insulation
is achieved in the junction of the base floor or the roof and the foundation 30a or
respectively the wall 30b.
[0020] Thus the joining plate 3 is preferably made of an element obtained by bending one
single steel sheet, which means that the joining plate 3 contains only one layer of
steel sheet material, but other corresponding joining plates can, when desired, be
supplied for instance in succession and adjacently in the horizontal direction, in
the planar direction of the joining plate, i.e. in the installation direction. In
practice, said arrangement of the slabs in succession can hardly bring forth any advantages,
because it is already possible to manufacture as large joining plates as the transportation
conditions of prefabricated elements 20 allow. Glue layers, for instance glue films,
or surface coating, such as zinc coating or the like, is naturally not considered
as sheet material. As was already maintained, the joining plate 3 is provided with
concrete engagement ribs 13 and intermediate sections 12 therebetween. In a composite
metal slab 3, the average distances W3 between the concrete engagement ribs 13 are
essentially smaller than the width W
L of the joining plate, which means that one prefabricated element 20 includes several,
generally at least three concrete engagement ribs 13, but preferably four or several
concrete engagement ribs. In cross-section, the concrete engagement ribs are dovetail-shaped,
in which case the width W2 of the ribs at the point that is level with the intermediate
sections is essentially smaller than the width W1 of the ribs at the bottom 21 of
the ribs, which bottom is located at the rib distance H4 from the intermediate sections
12. Typically the height of the concrete engagement ribs 13 can be within the range
30 mm - 70 mm, although other measures can also be applied according to the needs
of the situation. The concrete engagement ribs 13 are arranged in the elements 20
so that the width transversal to their length is increased, i.e. W2 < W1, when proceeding
away from the heat insulation layer, and they obtain a shape where they are widened
towards the inside of the concrete layer 7, W2→W1. Advantageously the bottoms 21 of
the concrete engagement ribs 13 are, at least in the direction opposite to the longitudinal
direction of the ribs, which is the same as the direction of the length L
L of the element 20, provided with transversal grips 22, such as additional ribs. As
regards the composite steel sheet 3, only its overall shape is described here, but
it may also include several other details. This type of joining plate and its functions
in the hardened concrete layer 7 is known as such, wherefore they are not explained
in more detail here.
[0021] The heat insulation layer 8 is attached, with a separate glue layer 9a, as in figure
1, or with a glue 9c contained in the heat insulation layer 8, for instance with the
glue formed by the binding agent of mineral wool when said heat insulation is mineral
wool, or with glue additionally absorbed therein, as is apparent from figure 3, to
the downwardly pointing intermediate sections 12 provided in between the concrete
engagement ribs 13. The described adhesion of the joining plate 3 and the heat insulation
layer 8 with glue 9a or 9c is obtained, when the heat insulation layer is formed of
a separately manufactured heat insulation plate, which can be made of expanded polymer
or mineral wool. It is also possible that the heat insulation layer 9 is, due to its
own adhering properties 9d, attached both to the flute surfaces 23 of the concrete
engagement ribs 13 and to the downwardly pointing intermediate sections 12 provided
in between the concrete engagement ribs. This kind of adhesion is achieved by casting
the expanded or expandable plastic directly against the joining plate 3 and by allowing
it thus to be polymerized to the desired density and hardness, in which case both
the heat insulation layer 8 and its adhesion to the joining plate are obtained in
one and the same work step. When the heat insulation layer 8 is made of expanded polymer,
it advantageously contains rigid expanded polystyrene or rigid expanded polyurethane,
but it is possible that other suitable polymers shall also be made commercially available.
As an alternative, particularly when for example fire resistance is required, the
employed heat insulation layer 8 can be made of mineral wool or a similar material
that is bound with a hardening, i.e. polymerizing plastic or with some other binding
agent - in which case the fire resistance, or resistance to high temperatures, of
said agent must also be taken into account. It is also possible to improve the fire
resistance, or resistance to high temperatures, of expanded polymers by a suitable
treatment, for instance by adding fire resistant agents. It is not as such necessary
that the material of the heat insulation layer 8 maintains its strength at high temperatures,
i.e. during a fire, at least not to a high degree, but the most essential requirement
is that the material of the heat insulation layer is neither ignited nor destroyed;
in other words, it suffices that said heat insulation material maintains an essential
part of its fire resistance properties, i.e. is capable to carry its own weight at
high temperatures, and thus maintains its porous internal structure as well as its
outer shape and measures. The heat insulation layer need not carry external loads
in these conditions, i.e. when it is contained in a ready-made slab structure, where
the concrete C already is hardened. On the other hand, the material of the heat insulation
layer 8 must be sufficiently strong in the installation conditions, for example at
room temperature and/or at open air temperatures, where the concrete mass B still
is in a fluid state. In order to make the heat insulation layer 8 give the prefabricated
elements 20 an adequate rigidity and strength, so that said elements should not be
immoderately deformed under the weight of the cast, still wet and non-hardened concrete
mass B, the compression strength of the material of the heat insulation layer must
be at least 75 kPa, but typically at least 100 kPa. If possible, the compression strength
of the heat insulation layer material should be at least of the order 200 kPa - 300
kPa. The thickness H2 of the heat insulation layer is typically about 150 - 200 mm,
although other measures are also possible, and it must be resistant to moisture, as
well as to stresses caused by the junction effects between the heat insulation layer,
the joining plate 3 and the steel sheet part 4, to be explained in more detail below,
or the steel sheet profiles.
[0022] In particular, in the prefabricated element 20 according to the invention, and consequently
also in the load bearing slab structure 1, the steel sheet part 4 and respectively
the steel sheet profiles 5, 6, can be realized by alternative structures. In a first
alternative, the continuous steel sheet part 4 is essentially planar, as is shown
in figure 4. In another alternative, the continuous steel sheet part 4 contains longitudinal
ridges 15 that extend into the heat insulation layer 8, as is shown in figure 2. In
a third alternative, in the middle section of the slab structure, the adjacent steel
sheet profiles 5 are either planar strip profiles 5a, i.e. steel sheet strips, as
is shown in figure 1, or shaped profiles 5b provided with a longitudinal ridge 15,
as is shown in figure 3. The steel sheet profiles are generally referred to with the
number 5, and the more detailed reference numbers 5a, 5b are only used when special
cases are being discussed. The continuous steel sheet part 4 may also contain for
example perforations 14. Moreover, the steel sheet part 4, and respectively the outermost
profiles 6 of the steel sheet profiles 5, 6, may also contain folds 11 pointing towards
the joining plate 3 along the sides 16a of the slab structure. This means that said
folds 11 are bent 90° around the edge of the heat insulation layer and extend at a
given length along the side surface of the heat insulation, advantageously attached
thereto. Thus the grip between the steel sheet part 4, to be described next, and the
steel sheet profiles 5, 6, can be further improved. The joining plate 3 and the continuous
steel sheet 4 or the steel sheet profiles 5, 6, are at all points arranged at a minimum
distance H8, i.e. the joining plate and the continuous steel sheet part or the steel
sheet profiles are not in contact at any point. Said minimum distance H8 is secured
both between the continuous steel sheet part 4 or the top surfaces of the longitudinal
ridges 15 of the steel sheet profiles 5, 6 and the joining plate, and between the
steel sheet part 4 or the top edges of the folds 11 provided at the edges of the steel
sheet profiles 5, 6 and the joining plate, for example the intermediate sections 12
thereof. When longitudinal ridges 15 and/or folds 11 are provided in the structure,
said minimum distance H8 is at least 30% of the thickness H2 of the heat insulation
layer, or advantageously at least 50% of the thickness H2 of the heat insulation layer.
If longitudinal ridges 15 and/or folds 11 are not provided in the structure, the minimum
distance H8 is equal to the thickness H2 of the heat insulation layer.
[0023] The steel sheet part 4 or respectively the steel sheet profiles 5, 6 are arranged
to form a surfaced fixing with the heat insulation layer 8 by means of a separate
layer of glue 9b, as in figure 1, or by means of the glue 9c contained in the heat
insulation layer 8, for example by means of glue formed by the binding agent when
the heat insulation is made of mineral wool, or by means of glue additionally absorbed
therein, as in figure 3. The described engagement achieved by means of glue 9b or
9c between the steel sheet part 4 or the steel sheet profiles 5, 6 and the heat insulation
layer 8 is achieved, when the heat insulation layer is formed of a separately manufactured
heat insulation plate, which can be made of expanded polymer or mineral wool. If the
steel sheet part 4 provided with longitudinal ridges 15, or particularly the steel
sheet profiles 5, i.e. the shaped profiles 5a, should be used, it is possible to press
the steel sheet part 4 or the shaped profile 5a against the bottom surface Pa of the
heat insulation layer, so that the longitudinal ridges 15 are immersed in the heat
insulation layer 8. The heat insulation layer 8 may, owing to its own adhering properties
9d, also be in surface engagement with the steel sheet part 4 or with the steel sheet
profiles 5 along the whole surface thereof, irrespective of whether said steel sheet
parts or steel sheet profiles, in this case shaped profiles 5b, include longitudinal
ridges 15 or not. The latter situation is created by pouring the expanded or expandable
plastic directly against the steel sheet part 4 or the steel sheet profiles 5, and
by allowing it then to be polymerized to the desired density and hardness, as was
already described above. The own adhesive properties of the glue 9b, 9c, or of the
heat insulation 9d must have a predetermined strength that is capable of transferring
at least those shearing forces that are created when the concrete layer 7 exists as
a not yet hardened concrete mass B.
[0024] Either the joining plate 3 and/or the steel sheet part 4 and/or the heat insulation
layer 8 and/or at least one of the layers of the glue 9a, 9b is advantageously impermeable
to gas, in which case it is possible to make the structure insulate any radon gas
emitted from the ground, which is necessary when the slab structure is used as a base
floor. This impermeability to gas, when positioned at the right spot, also forms a
steam block, which is necessary when the structure 1 is used as a base floor or roof.
In principle it could be possible to achieve the gas impermeability feature by means
of a separate film placed on either side of the heat insulation layer, but this would
increase the work steps and could weaken the surface engagement between the heat insulation
layer and the joining plate, or respectively between the heat insulation layer and
the steel sheet part 4 or the steel sheet profiles 5, 6.
[0025] As a conclusion, it is maintained that in the present invention, after the concrete
casting, the joining plate 3 and the concrete layer 7 made of hardened concrete, possibly
provided with additional concrete reinforcements, constitute the primary load bearing
structure, and the heat insulation layer 8 serves as an insulation against radon gas,
moisture and heat. In the final structure, the steel sheet profiles 5, 6, or the steel
sheet part 4 serve mainly as suspension structures for sewers and pipework. To some
extent, the heat insulation layer and the steel sheet profiles 5, 6 or the steel sheet
part 4 also increase the rigidity of the ready-made structure, thus reducing deformations
and problems owing to vibration. It is a special feature that when casting concrete,
when the concrete is fluid concrete mass B, the joining plate 3 operates under compression
stress, and after the concrete is hardened, when loading the slab structure 1, under
tensile stress. The joining plate 3 has dimensions to be able to carry said compression
and tensile stresses. For the sake of clarity, let us point out that compression stresses
from the casting period are not transferred to the concrete, because at that stage
the concrete is not yet hardened. Compression stresses in the joining plate lower
post-casting tension levels during an effective load on the joining plate, but according
to the current understanding, this does not have any remarkable effect in the functions
of the structure.
1. A load-bearing slab structure in buildings, which slab structure (1) comprises at
least an upper metal sheet construction, a concrete layer (7) placed on top of it
and a heat insulation layer (8) positioned below it, the top surface (Py) of said
heat insulation layer (8) being fixed with said sheet construction, and a lower steel
sheet construction arranged at the bottom surface (Pa) of said heat insulation layer,
which lower steel sheet construction has surfaced fixing with the bottom surface of
the heat insulation layer, so that the upper and lower steel sheet constructions are
spaced apart at a distance defined by the thickness (H2) of the heat insulation layer,
characterized in that:
- said upper metal sheet construction is a continuous joining plate (3) provided with
several concrete engagement ribs (13) pointing away from the heat insulation layer,
which joining plate is arranged to carry at least those tensile stresses that are
directed thereto during the use of the slab structure, of the total load (C + F) while
the concrete is hardened; that
- said lower steel sheet construction is either a continuous steel sheet part (4)
or a number of adjacent steel sheet profiles (5, 6), said steel sheet part or respectively
the steel sheet profiles having dimensions to carry only those tensile stresses that
are directed thereto while the concrete layer (7) of the slab structure is as a non-hardened
concrete mass (B); and that
- the concrete layer (7) is, at said upper and lower steel sheet constructions, in
contact and attached only to the joining plate (3), so that said joining plate and
concrete layer constitute the primary load bearing part of the slab structure.
2. A slab structure according to claim 1,
characterized in that the heat insulation layer (8) is:
- attached with glue (9a, 9c) to the downwardly pointing intermediate sections (12)
provided between the concrete engagement ribs (13), the envelope surface of said intermediate
sections being a plane; or
- owing to the effect of its own adhering properties (9d) attached to the joining
plate, at least to the downwardly pointing intermediate sections (12) provided between
the concrete engagement ribs (13) and optionally also to the flute surfaces (23) of
the concrete engagement ribs (13).
3. A slab structure according to claim 1 or 2, characterized in that in cross-section, the concrete engagement ribs (13) of the joining plate (3) are
widened towards the inside of the concrete layer (W2→W1); that the joining plate (3)
is arranged to carry also compression stresses caused by the fluid, non-hardened concrete
mass (B) created by the concrete layer (7); and that said joining plate is composed
of one steel sheet, with which the heat insulation layer (8) is in said direct surface
fixing.
4. A slab structure according to claims 1, 2 or 3, characterized in that the steel sheet part (4) is either completely planar or also includes longitudinal
ridges (15) extending to the heat insulation layer; that in the middle section of
the slab structure, the adjacent steel sheet profiles (5) are either planar strip
profiles (5a) or shaped profiles (5b) provided with longitudinal ridges (15), each
ridge extending to the heat insulation layer (8); and that the joining plate (3) and
the continuous steel sheet part (4) or the steel sheet profiles (5, 6) are spaced
apart at essentially every point with at least a minimum distance (H8).
5. A slab structure according to any of the preceding claims, characterized in that the glue (9b, 9c) creating the surface fixing between said steel sheet or respectively
said steel sheet profiles and the heat insulation layer (8), or the own adhering properties
(9d) of the heat insulation has such predetermined strength that it is capable of
transferring at least those shearing forces that are created while the concrete layer
(7) is as a non-hardened concrete mass (B).
6. A slab structure according to any of the preceding claims, characterized in that the steel sheet part (4) comprises and respectively the outermost edge profiles (6)
of the steel sheet profiles comprise folds (11) pointing towards the joining plate
(3) along the side edges (16a) of the joining plate (3), the distance between said
folds and said joining plate being at least the minimum distance (H8).
7. A slab structure according to any of the preceding claims, characterized in that it further comprises, in the concrete layer (7), concrete reinforcement(s) (17) that
is/are separate from the joining plate (3), to which reinforcement the concrete (C)
also is attached while hardened.
8. A slab structure according to any of the preceding claims, characterized in that either the joining plate (3) and/or the steel sheet part (4) and/or the heat insulation
layer (8) and/or at least one of the layers of glue (9a, 9b) is impermeable to gas.
9. A slab structure according to any of the preceding claims, characterized in that the average distances (W3) between the concrete engagement ribs (13) in said joining
plate (3) made of metal are substantially shorter than the width (WL) of the joining plate; and that said minimum distance (H8) is at least 30% of the
thickness (H2) of the heat insulation layer.
10. A slab structure according to any of the preceding claims, characterized in that the ends (16b) and/or side edges (16a, 16b) of said element are provided with protrusions
(Lu) of the steel joining plate (3), extending outside the heat insulation layer (8),
said protrusions being adapted to rest on the foundation (30a) or on the walls (30b).
11. A slab structure according to any of the preceding claims, characterized in that the bottom surface (Pa) of the heat insulation layer (8) of the element and/or the
bottom surfaces (Pb) of the steel sheet part (4) or of the steel sheet profiles (5,
6) are adapted for positioning against the top edge of the foundation or of the heat
insulation (28) optionally provided on the inner surface of the wall.
12. A slab structure according to any of the preceding claims, characterized in that the foundation (30a) or the walls (30b) are provided with an external lining plate
(18), which extends from the surface (23) supporting the element (20) of the foundation
and respectively of the wall, upwardly, for the length of the mold height (H3), and
that said external lining plate serves as the edge mold of the concrete mass (B) to
be cast.
13. A prefabricated element in order to create a load bearing slab structure in buildings,
said element (20) comprising:
- an upper metal sheet construction,
- a lower steel sheet construction,
- a heat insulation layer (8) provided in between the upper and lower metal sheet
constructions, which heat insulation layer is provided with a top surface (Py) that
is in surfaced fixing with said sheet constructions, and a bottom surface (Pa), said
surfaces being substantially spaced apart, so that a thickness (H2) is obtained for
the heat insulation layer; whereupon
- the ready-made slab structure (1) also comprises a concrete layer (7) that is located,
when cast on site, at least partly on top of said upper metal sheet construction and
is in contact with it,
characterized in that further in the element (20):
- said upper metal sheet construction is a joining plate (3) composed of a continuous
steel sheet provided with several concrete engagement ribs (13) that are widened in
the direction away from the heat insulation layer (W2→W1) as well as their intermediate
sections (12), and the joining plate (3) has dimensions and shapes carrying compression
stresses during said concrete casting and also to receive tensile stresses caused
in the slab structure (1) by the total load (C + F) during usage;
- said lower metal sheet construction is either a continuous steel sheet part (4)
or a number of adjacent steel sheet profiles (5, 6), said steel sheet part and respectively
the steel sheet profiles having dimensions carrying at least the tensile stresses
caused by the non-hardened concrete mass (B) of the concrete layer; and
- the joining plate (3) and the continuous steel sheet part (4) or steel sheet profiles
(5, 6) have at least a minimum distance (H8) at substantially every point of the element.
14. A prefabricated element according to claim 13, characterized in that the joining plate (3) has dimensions and shapes capable to carry the compression
stresses caused by the non-hardened concrete mass (B) of the concrete layer and directed
thereto, and to receive tensile stresses directed thereto during the use of the slab
structure (1) by the total load (C+F) formed by the external load and the hardened
concrete; and that the heat insulation layer (8) is directly attached to said joining
plate.
15. A prefabricated element according to claim 13, characterized in that the heat insulation layer (8) is made of rigid expanded polystyrene, rigid expanded
polyurethane, mineral wool bound with a hardening polymer or the like; that the heat
insulation layer (8) is of a material having fire resistance or is treated to be fire
resistant; and that the compression strength of the heat insulation layer (8) in the
installation conditions is at least 75 kPa, or at least 100 kPa.
16. A prefabricated element according to claim 13, 14 or 15,
characterized in that said top surface (Py) of the heat insulation layer (8) is directly attached to at
least said intermediate sections (12) of the joining plate (3); and that among the
alternative structures of the element:
- in the first, the continuous steel sheet part (4) is substantially planar,
- in the second, the continuous steel sheet part includes longitudinal ridges (15)
that extend inside the heat insulation layer (8), and that
- in the third, in the middle section of the slab structure, the adjacent steel sheet
profiles (5) are either planar strip profiles (5a) or shaped profiles (5b) provided
with longitudinal ridges (15), said ridges being located inside the heat insulation
layer (8).
17. A prefabricated element according to any of the claims 13 - 16, characterized in that the ends (16b) and/or side edges (16a, 16b) of said element are provided with protrusions
(Lu) of the composite metal slab (3) protruding from the heat insulation layer (8).
18. A prefabricated element according to any of the claims 13 - 17, characterized in that the bending resistance of the joining plate (3) is higher than the bending resistance
of the continuous steel sheet part (4) or the added bending resistance of the adjacent
steel sheet profiles (5, 6).