[0001] The invention relates to a metal deck for a composite floor having a profiled cross-section
such that in use lower portions of the deck alternate with higher portions, which
higher and lower portions are connected by sloping portions.
[0002] Such metal decks are in widespread use to form composite floors, which are constructed
by first placing the metal deck, on which subsequently concrete is poured. The metal
deck usually has been profiled from a flat sheet in a trapezoidal shape, which may
be supplemented by dovetail-formed portions. The main design characteristic for the
profiled sheet is to provide sufficient stiffness and strength to enable the concrete
decking to be poured in situ. Usually, the metal of the deck is steel.
[0003] After curing of the concrete the main purpose of the metal deck is to assimilate
the tensile forces which are the result of the mass of the composite floor and the
loads applied to the floor. The function of the concrete is to provide sufficient
compression strength to counterbalance the weight of the floor and the applied loads,
as well as to provide the required resistance to fire.
[0004] To provide an efficient floor-system, the metal deck and the concrete have to interact
efficiently so as to transfer shear forces sufficiently.
[0005] At present, shear forces are transferred by equipping metal decks with indentations
of various shapes and dimensions to entrap the concrete when it is cured. Shapes and
patterns are applied in a wide variety, which have in common that the indentation
is formed by a closed surface to entrap a 'concrete-bulge'. With such indentations,
deformation, delamination or cracks will be limiting factors in the transfer of forces.
Sudden failure of the construction due to failure of interaction between the metal
deck and the concrete may be the result.
[0006] It is an object of the invention to provide an improved system for the transfer of
shear forces between the metal deck and the concrete.
[0007] It is another object of the invention to provide an improved metal deck for a composite
floor to increase the shear forces between the metal deck and the concrete.
[0008] It is a further object of the invention to provide a method for producing an improved
metal deck.
[0009] One or more of these objects is reached according to the invention by providing a
metal deck for a composite floor having a profiled cross-section such that in use
lower portions of the deck alternate with higher portions, which higher and lower
portions are connected by sloping portions, wherein above one or more portions of
the deck a discontinuous reinforcement strip portion is present that is connected
to the deck.
[0010] With a discontinuous reinforcement strip portion according to this invention is meant
a strip portion which has openings such that concrete poured on the strip portion
will not be hampered in filling the space between the deck and the strip portion.
With the discontinuous reinforcement strip portion according to the invention, a highly
improved mechanical interlock between the metal deck and the concrete has been provided.
This is mainly due to the multitude of edges formed by the openings in the discontinuous
strip portion.
[0011] Preferably, the discontinuous strip portion is a perforated strip portion or a gauzy
strip portion or a web-like strip portion. With each of these strip portions, the
openings in the strip portion can be made such that the strip portion is permeable
for concrete while at the same time strong enough to withstand shear forces.
[0012] The reinforcement strip portion can be present at different sites on the metal deck.
A preferred place is above one or more of the lower portions of the deck. The reinforcement
strip portion is now present at the largest distance from the neutral plane of the
composite floor, where the shear forces are highest. However, it is also possible
that the discontinuous strip portion is present above one or more of the corners formed
by the sloping portions and the lower portions of the deck, or above one or more of
the sloping portions of the deck. This may be advantageous for production reasons.
It is also possible that the reinforcement strip portion is present above the higher
portions of the metal deck, but here the shear forces will be lower, so the reinforcement
strip portion at this position will be less advantageous.
[0013] According to a preferred embodiment the discontinuous strip portion has been produced
as a separate reinforcement strip having continuous edge portions in its length direction
for connecting the reinforcement strip to the metal deck. In this way it is easy to
connect the reinforcement strip to the metal deck using customary connection means.
Of course it is possible to use a fully discontinuous strip, but connecting a strip
having openings to the metal deck is less easy.
[0014] Preferably the reinforcement strip has been made of metal, and the strip has been
connected to the deck by spot welding, resistance welding or tacking. These connecting
means appear to be best suited to connect the strip to the metal decking. Other connecting
means, such as conventional welding, clinching or riveting will also be possible,
but appear less suitable because they are time-consuming. Usually the metal of the
reinforcement strip will be steel.
[0015] According to a preferred embodiment the discontinuous strip portion has a curved
cross-section so as to form a tunnel together with the deck. The continuous edge portions,
if present, can be placed directly against the deck so as to easily connect the reinforcement
strip to the deck. The forming of the strip is very easy in this way.
[0016] Preferably, the reinforcement strip comprises one or two flanges along the edge portions
of the strip. These flanges are provided so as to protect or shield the discontinuous
strip when metal decks are stacked for storage or transport. Without flanges, the
discontinuous strip could be compressed and damaged.
[0017] According to another embodiment of the invention, the discontinuous strip portion
has been provided in a lower portion and/or a sloping portion of the deck, and a separate
continuous strip has been connected under the discontinuous strip portion. The metal
deck in this embodiment is in fact formed by the profiled sheet having lower, higher
and sloping portions without the discontinuous strip portion, and the separate continuous
strip connected to it under the discontinuous strip portion. In this way the metal
deck according to the invention may be easier to produce than the metal deck according
to the embodiments above, because a flat metal strip can be easily connected to the
profiled sheet with perforated or otherwise discontinuous portion.
[0018] Preferably, the discontinuous strip portion is present in the lower portion of the
metal deck and has a curved cross-section so as to form a tunnel together with the
separate continuous strip. This embodiment is preferred for the same reasons as above.
[0019] According to a second aspect of the invention, the invention provides a method for
producing a metal deck for a composite floor having a profiled cross-section such
that in use lower portions of the deck alternate with higher portions, which higher
and lower portions are connected by sloping portions, wherein a discontinuous reinforcement
strip portion is present above one or more portions of the deck and is connected to
the deck.
[0020] Using the method, the metal deck according to the first aspect of the invention is
made.
[0021] According to a preferred embodiment, the reinforcement strip portion has continuous
edge portions which are connected to the deck, or a continuous strip is connected
below the discontinuous strip portion of the deck. The continuous edge portions or
the continuous strip make it easy to connect the strip to the deck
[0022] Preferably, the reinforcement strip or the continuous strip is a metal strip which
is connected by spot welding, resistance welding or tacking. This is the easiest way
the produce the metal decks with reinforcement strip.
[0023] The invention also relates to a composite floor comprising the metal deck according
to the first aspect of the invention and/or produced according to the method of the
second aspect of the invention.
[0024] The invention will now be elucidated referring to the accompanying figures.
Fig. 1a shows a part of a metal deck according to the invention in cross section.
Fig. 1b shows the metal deck according to Fig. 1a in top view.
Fig. 2 shows an different embodiment of the metal deck according to the invention
in cross section.
[0025] Fig. 1a shows part of a metal deck 1 for a composite floor having a trapezoidal shape,
having a lower portion 2, higher portions 3 and sloping portions 4.
[0026] On the lower portion 2 of the metal deck 1 a reinforcement strip 10 has been placed,
consisting of a perforated track 11 having a width Wp and two edge portions 12 that
are not perforated. The total width of the reinforcement strip is W, which can be
equal to or smaller than the width of the lower portion 2 of the metal deck. Fig 1b
shows the metal deck 1 with the reinforcement strip 10 in top view, with the perforations
13 in the perforated track visible. In the embodiment shown, the reinforcement strip
10 has been connected to the lower portion 2 of the metal deck by spot welds 14.
[0027] The perforated track 11 forms a curved tunnel together with the deck, as shown in
Fig. 1a and 2, which tunnel is filled with the concrete when the composite floor is
produced. The perforated track 11 is then present in the concrete, and will provide
a very good mechanical interlock between the metal deck and the concrete, such that
high shear forces can be transferred.
[0028] Fig 2 shows a different embodiment of a metal deck 1 with a reinforcement strip 20.
Here, the reinforcement strip 20 , which corresponds to the reinforcement strip 10
of Fig. 1, has been provided with flanges 25. These flanges are provided to enable
stacking of the metal decks without damaging the perforated track.
[0029] Alternatively (not shown) the perforated track is a perforated portion of the sheet
having a trapezoidal shape, and a separate continuous strip is connected to that sheet
under the perforated track. The perforated track then has to be formed in an upward
curve.
[0030] It will be apparent to the person skilled in the art that many other embodiments
of the invention are possible. For instance, it is possible to place the reinforcement
strip in the corners formed by the sloping portions 4 and the lower portion 2, or
above the sloping portions 4 itself. Instead of a curved tunnel, the reinforcement
strip can for instance form a rectangular or trapezoid or triangular tunnel together
with the lower portion of the metal deck The perforations in the track may be replaced
by a gauze or a web. Instead of spot welding, the reinforcement strip can be connected
to the metal deck for instance by resistance welding or tacking.
1. Metal deck for a composite floor having a profiled cross-section such that in use
lower portions of the deck alternate with higher portions, which higher and lower
portions are connected by sloping portions, characterised in that above one or more portions of the deck a discontinuous reinforcement strip portion
is present that is connected to the deck.
2. Metal deck according to claim 1, wherein the discontinuous strip portion is a perforated
strip portion or a gauzy strip portion or a web-like strip portion.
3. Metal deck according to claim 1 or 2, wherein the discontinuous strip portion is present
above one or more of the lower portions of the deck.
4. Metal deck according to claim 1 or 2, wherein the discontinuous strip portion is present
above one or more of the corners formed by the sloping portions and the lower portions
of the deck.
5. Metal deck according to claim 1 or 2, wherein the discontinuous strip portion is present
above one or more of the sloping portions of the deck.
6. Metal deck according to any one of the preceding claims, wherein the discontinuous
strip portion has been produced as a separate reinforcement strip having continuous
edge portions in its length direction for connecting the reinforcement strip to the
metal deck.
7. Metal deck according to claim 6, wherein the reinforcement strip has been made of
metal, and the strip has been connected to the deck by spot welding, resistance welding
or tacking.
8. Metal deck according to any one of the preceding claims, wherein the discontinuous
strip portion has a curved cross-section so as to form a tunnel together with the
deck.
9. Metal deck according to any one of the claims 6-8, wherein the reinforcement strip
comprises one or two flanges along the edge portions of the strip.
10. Metal deck according to any one of the claims 1 - 5, wherein the discontinuous strip
portion has been provided in a lower portion and/or a sloping portion of the metal
deck, and a separate continuous strip has been connected under the discontinuous strip
portion.
11. Metal deck according to claim 10, wherein the discontinuous strip portion is present
in the lower portion of the metal deck and has a curved cross-section so as to form
a tunnel together with the separate continuous strip.
12. Method for producing a metal deck for a composite floor having a profiled cross-section
such that in use lower portions of the deck alternate with higher portions, which
higher and lower portions are connected by sloping portions, characterised in that a discontinuous reinforcement strip portion is present above one or more portions
of the deck and is connected to the deck.
13. Method according to claim 12, wherein the reinforcement strip portion has continuous
edge portions which are connected to the deck, or wherein a continuous strip is connected
under the reinforced strip portion in the deck.
14. Method according to claim 12 or 13, wherein the reinforcement strip or the continuous
strip is a metal strip which is connected by spot welding, resistance welding or tacking.
15. Composite floor comprising a metal deck according to any one of the claims 1 - 11
and/or produced according to the method of any one of claims 12 -14,