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1) TWO REGULAR PITCHES
For this type of widespread roofing, the Lattonedil roofing panels are
supplied in the length of the pitch. The length is established considering
the front position compared to the channel model used (drawing 1). The
panel is generally applied on a frame consisting of horizontally positioned
wooden slats. Very important are the position of the first slat (where the
channel fin will be hooked to) and of the last slat (positioned at least 20 cm
from the ridge cap line, so as to allow the simultaneous fastening of
shaped ridge cap-panel-slat) (drawing 2). General rules advise to fit
fastening groups on all the panel ribs by the two supports. The use of
Silhouette sections is also recommended to protect the panel heads from
atmospheric agents and guarantee roofing durability.
2) FOUR REGULAR PITCHES
For this type of roofing fastening is performed in the same way as for
two-pitch roofs but requires panels with a slanted cut (that can be
obtained using a suitable cutting tool). All panels are supplied in the
measure corresponding to the maximum height of the pitch (drawing 3).
Each panel will then be cut diagonally following the ridge cap line and the
excess piece will be used for the opposite side of the next pitch (drawing
4). Using this method the production waste is reduced to the minimum.
We recommend carrying out the diagonal cuts on the ground rather than
on the roofing, in order to avoid damaging the panels that have already
been installed. The ridge cap lines will then be covered with a specific
metal ridge cap, not shaped or to be shaped during installation, since
shaping varies depending on the slope of the pitches.
3) IRREGULAR PITCHES
Follow the indications described for the two cases above. The difference
consists in the dimension and method of installing the panels: in case of
irregular triangular pitches, a range of progressive dimensions will be
established for the panels, to be cut diagonally (drawing 5). With this
method the excess piece will unlikely be used for other pitches and will
therefore be discarded.
Also in this case the metal joint ridge cap must be specifically prepared. It
is generally advisable to order at least one or two additional sheets of the
maximum length, in order to be sure to complete the roofing also in case
of a cutting error during installation.
4) SUB TILE
Thanks to its heat insulation properties, the cover panel can also be used
in brickwork roofing systems, particularly as a sub-tile element. As regards
the model, we recommend the use of a panel with ribbed metal upper
support and feltpaper lower side, to be applied directly to the slab. There
are two recommended installation methods: either install the Lattonedil
roofing panel on which a frame of wooden slats must be fitted in
orthogonal direction to fix the Marseille or Roman tiles (drawing 6), or
exploit the pitch of the ISOCOPRE® panel ribs to fit the traditional bent
tiles directly to this, following the concave-convex system (drawing 7).
In this case it is necessary to add a metal tile stop section on the starting
side, or in any case guarantee suitable fastening. The Silhouette section
must be used also in this case.
1) TWO PITCHES - IRON STRUCTURE
For this type of architectural structure it is advisable to use roofing panels
with upper and lower steel supports. It is a good rule to select aluminium
for the upper support only if the length of the pitches does not exceed 10
metres, in order to prevent any complications due to metal thermal
expansion. For all pitches longer than 13 metres, it is advisable to provide
an “overlapping” element by the central support (drawing 8). Here are the
main indications for this type of work: apply a suitable linear lining on the
panel joints or have Lattonedil apply it in order to prevent any
condensation (drawing 9); when installing the ridge cap, apply the ribbed
sponge lining, available on request and bend the flat end part of the
panel with a pair of pliers where it meets the ridge cap, in order to
prevent infiltration caused by strong wind; apply a metal sub ridge cap,
so as to close the ridge cap line between the two pitches and inject
polyurethane foam between the panels (drawing 10).
2) SHED ROOFING
This kind of roofing does not require particular techniques, since in
general the very steep pitch guarantees a good water flow. In order to
find a good joining solution between the sloping pitch made of panels
and the vertical glazed structure, we recommend the creation of a special
closure flashing (which can be directly requested from Lattonedil with the
panels supply), to be performed according to the customer's design, and
shaped to be combined with the ribbed panel (drawing 11).
3) ROOFING OF PREFABRICATED STRUCTURE
In the field of concrete prefabricated building construction the insulating
panel can be used as an alternative to curved connection panels
between “Y” beams, with considerable saving (drawing 12) or to cover
the whole roof, often in combination with fixed polycarbonate or
fibreglass skylights. In the latter case, it may be necessary to bend the
panel slightly to adapt it to the structure of the prefabricated building tiled
roof. It is therefore possible to exploit the elastic characteristics of the
panel components and adapt it to the slight bend of the tiled roof,
remembering that the polyurethane foam should not have a thickness of
over 40 mm. If the panel has to be fixed directly to the tiled roof, its lower
support must be made of centesimal aluminium or feltpaper (drawing 13),
while if it has to be fixed to a metal structure or combined with fixed
skylights, its lower support must be made of steel. In these two cases the
number of fastening groups must be increased and the rules for the
length of the panels must be complied with as well. If “overlapping”
operations have to be carried out, as occurs frequently in these cases, it
is a good rule to subdivide the total length into three, in order not to have
any overlapping at the highest point (drawing 14). On the other hand, it is not advisable to use the panel with narrower bending radiuses, since the
upper and lower metal support could be scratched and the polyurethane
foam would loose continuity.
1) INDICATIONS FOR ASSEMBLY
The assembly of a wall made with ISOPAR® panels foresees the
application of self-threading screws applied from the exterior towards the
interior. In general, the screw must join the two fins of the female screw
and the male screw of two contiguous panels, and more over, in proximity
of end (upper and lower) supports, it is suggested to also apply a safety
screw at the centre (drawing 15). Particular attention must be paid to the
power of the electric screwer, because an excessive force towards the
interior could scratch the panel’s exterior surface.
Regardless the panel’s thickness, the support structure must anyhow
foresee horizontal currents located at a maximum distance of 3.5 metres.
In case of possible cuts to perform on-site, the borders must be properly
cleaned from off-cuts in order to avoid following degradation phenomena.
These operations are often foreseen when a connection at an orthogonal
angle must be made between the walls.
2) FINISHES
The use of the panel for walls foresees a series of finishes that must be
carried out in order to render the plugging work functional and aesthetic.
These finishes, made with pre-painted steel or aluminium profiles (not
necessarily of the same colour of the panel) are of two types. The first one
includes support structural profiles, such as horizontal elements on the
ground and on top (of “U”, “L”, or “Z” shape according to the design) or
internal vertical elements (in general of “U” or “L” shape); these profiles
are generally of considerable thickness, of 8/10 or 10/10 according to the
material selected, and they foresee an anchoring to the panel or to the
building’s structure through self-threading screws (drawing 16). The
second type includes profiles with no structural function, but they are
needed to cover the joints between the angular walls or special joints, and
they are generally of a thickness of 5/10 and they are only anchored to the
panel with steel rivets (drawing 17).
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