U n c o n v e n t i o n a l C o n s t r u c t i o n T e c h n o l o g y
437
Figure 6: Main cross section (1880)
Figure 7: Courtyard (Assonometrical view (1880)
(RWA Architects - Rovereto )
(RWA Architects - Rovereto)
The new changes introduced in this period were used until recent years, up till the
project described here. (Fig. 8 & 9)
Figure 8: Internal courtyard
Figure 9: Internal courtyard
The
building
typologies
are
briefly
mentioned
below.
- Continuous or isolated surface foundations with small or non-existent foundational
enlargements
made
of
masonry
or
concrete
casting.
- Perimetric load-bearing walls (running transverse to the building) of varying thickness
from 100 to
∼
60 cm, at different levels, made of stone, stone and brick.
- Slabs with beams of wood (and boarding) leaning directly on the masonry.
-
Turned
horizontal
elements,
of
various
shapes
and
sizes.
- Roofing with two slopes, a completely wooden structure, trussed rafters leaning on the
perimeter walls of the façade (external or internal).
