advanced building skins 14 | 15 June 2012 - lamp.tugraz.at - Graz ...
advanced building skins 14 | 15 June 2012 - lamp.tugraz.at - Graz ...
advanced building skins 14 | 15 June 2012 - lamp.tugraz.at - Graz ...
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Advanced Building Skins<br />
correspond to a lightweight concrete or even wood or aer<strong>at</strong>ed concrete. Fulfilling the load bearing<br />
functionality could possibly lead to an increase in density or thickness, but even so the thermal and fire<br />
retention properties would not be resolved.<br />
Thermal insul<strong>at</strong>ion and fire retention<br />
A m<strong>at</strong>erial th<strong>at</strong> is a poor conductor and is not highly combustible s<strong>at</strong>isfies the functionality of thermal<br />
insul<strong>at</strong>ion but not th<strong>at</strong> of fire retention. By increasing the thickness, it is possible to improve the<br />
response to the l<strong>at</strong>ter by slowing its loss of integrity.<br />
In this case, the thickness is conditioned by fire retention and not by thermal insul<strong>at</strong>ion.<br />
If a m<strong>at</strong>erial is sufficiently conductive, the thickness required to provide thermal insul<strong>at</strong>ion will surely<br />
be gre<strong>at</strong>er than th<strong>at</strong> needed to avoid fire propag<strong>at</strong>ion.<br />
For instance, the combustion speed (0.76 mm/min) of KLH plywood requires the use of a 117-mmthick<br />
panel to s<strong>at</strong>isfy the fire retention property. This thickness is increased to 200 mm to fulfill the<br />
required transmittance.<br />
This same thickness of aer<strong>at</strong>ed concrete is capable of withstanding fire for six hours but it barely is<br />
able to fulfill the transmittance required in the harshest clim<strong>at</strong>ic zone, E1.<br />
In combustible m<strong>at</strong>erials of a thermal conductivity of around 0.035 W/mK, th<strong>at</strong> is, all those thermal<br />
insul<strong>at</strong>ors not included in c<strong>at</strong>egory A1, the increase in thickness is justified by the m<strong>at</strong>erials’ s<strong>at</strong>isfying<br />
fire retention requirements.<br />
In a steel sandwich panel with a polyisocyanur<strong>at</strong>e (Polyiso) core, less thickness is required to s<strong>at</strong>isfy<br />
the thermal functionality (80 mm) than for s<strong>at</strong>isfying the needs for fire retention (175 mm).<br />
The combin<strong>at</strong>ion of separ<strong>at</strong>ing these two functionalities from the panel gives rise to the definition of<br />
two types th<strong>at</strong> each fulfill four functionalities, depending on whether the fourth functionality included<br />
is th<strong>at</strong> of thermal insul<strong>at</strong>ion or fire retention, respectively.<br />
5 The Morphological Diversity of Load-bearing Inner Skins of Panels<br />
5.1 Morphologies Definition<br />
There are six altern<strong>at</strong>e morphologies, distinguished by two characteristics: geometry and structure.<br />
The first of these focuses on the external shape of the panel, while the second contempl<strong>at</strong>es alter<strong>at</strong>ions<br />
to the thickness of the section. If the sheets th<strong>at</strong> make up the panel have been cut in opposite directions<br />
(transversally or longitudinally), the result will be different sections and a heterogeneous pl<strong>at</strong>e.<br />
SECTION<br />
GEOMETRY<br />
Rectangular<br />
Table 1: Morphological possibilities<br />
STRUCTURE MORPHOLOGY<br />
Homogeneous Homogeneous<br />
Heterogeneous<br />
- 7 -<br />
Sandwich<br />
Hollow<br />
Non-rectangular Heterogeneous Ribbed<br />
Nerv<strong>at</strong>e<br />
Stud<br />
5.2 Morphological Altern<strong>at</strong>ives per Each Functional Type<br />
When changing from a rectangular geometry to a corrug<strong>at</strong>ed, ribbed or framework panel, the panel<br />
will lose functionalities. Obviously, this is the case whenever one maintains a thickness th<strong>at</strong> is not<br />
excessive for a ribbed or corrug<strong>at</strong>ed panel.<br />
Panels th<strong>at</strong> have a constant transversal section throughout their width and length typically display a<br />
better behavior as they always react in the same way to incidents. They are typically suitable for<br />
s<strong>at</strong>isfying many functions.