PARTIE 2 - Icomos
PARTIE 2 - Icomos
PARTIE 2 - Icomos
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Theme 2<br />
Session 3<br />
TABLE 2. Size distribution of the aggregates<br />
Eco-plasters revive the plasterwork<br />
techniques of the past<br />
White River Sand Fines Marble Dust Limestone Fines Limestone Dust<br />
Fines<br />
Particle<br />
size (mm)<br />
Passing (%)<br />
Particle<br />
size (mm)<br />
Passing (%)<br />
Particle<br />
size (mm)<br />
Passing (%)<br />
Particle<br />
size (mm)<br />
Passing (%)<br />
0, 425 99,5 0,063 100 6,3 100 0,212 90,38<br />
0, 300 55,0 0,040 86,2 4,0 95 0,180 87,48<br />
0, 212 60,0 0,032 89,2 2,0 63 0,150 81,86<br />
0, 150 89,0 1,0 17 0,125 79,88<br />
< 0, 150 96,5 0,500 24 0,090 71,7<br />
0,250 15 0,063 61,5<br />
0,125 11 0,040 55,14<br />
0,063 8,3 0,032 47,7<br />
< 0,063 41,7<br />
Figures 7. a) Aggregates; b) Rabbit glue, to make scagliola; c) samples of hardened<br />
mortars.<br />
Three binding systems and four types of aggregates were studied: non-hydraulic lime putty; non-hydraulic<br />
lime putty-plaster; plaster of Paris-rabbit glue water; the aggregates were natural quartz-based sand; sand<br />
with 41, 7% limestone fines; limestone powder; marble powder.<br />
Table 1 gives bulk density and chemical composition of the components used, and Fig. 6 their SEM analysis.<br />
Table 2 gives the particles size distribution of the aggregates and Fig. 7 shows some components and hardened<br />
mortars.<br />
3.2. TESTING METHODOLOGY<br />
The water to binder ratio of “Stucco II/Proposal” and workability were measured by flow table, according to<br />
446<br />
LE PATRIMOINE, MOTEUR DE DÉVELOPPEMENT<br />
HERITAGE, DRIVER OF DEVELOPMENT