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Fire Endurance or Terrazzo
Floors |
Extract from “FIRE ENDURANCE OF TWO-COURSE FLOORS AND ROOFS”,
by M.S. Abrams and A.H. Gustaferro, Portland Cement Association, published
in the February 1969 issue of the Journal of the American Concrete Institute. |
TERRAZZO: One specimen was of monolithic terrazzo, i.e., the terrazzo was
placed on the base slab a few hours after the base slab was cast but
before the base slab had hardened. No ties were used between the two
courses. Two specimens were of sand cushion terrazzo, i.e, the underbed
was isolated from the base slab by a layer of sand 1/4 inch (6mm) thick,
and a layer of building paper. The sand cushion terrazzo specimens
were cast within sheet metal side frames and were kept in a horizontal
position to prevent disturbance of the sand layer. Except for the monolithic
terrazzo, the base slabs were cured 5 days under damp burlap before
the underbed and terrazzo were applied. The underbed consisted of one
part cement and about 4-1/2 parts sand (by dry loose volume) with just
enough water to permit molding. The underbed was tamped into place
and several different types of divider strips (brass, white metal,
and plastic) were used. Various colors of 1/4 to 3/8 inch (6 to 10
mm) marble chips were used in the terrazzo. One day after placement,
the terrazzo was ground, but not polished. All terrazzo work was done
by qualified terrazzo mechanics.
Two additional specimens were cast entirely of the underbed mixture.
Terrazzo floor data is shown in the chart below. In each of the tests of
terrazzo floors, the average temperature rise of the unexposed surface
of 250 degrees F (139C) governed, even though two thermo-couples were located
over divider strips. The fire endurance of the 5 inch (12.7 cm) monolithic
terrazzo specimen was about the same as that of a 5 inch (12.7 cm) single-course
slab. Two specimens of bonded terrazzo had endurance periods 16 and 24
minutes longer than single course specimens of the same total thickness.
The sand cushion terrazzo specimens had endurance periods more than 1 hour
longer than single course slabs of the same total thickness.
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Fire Endurance
Data:
Specimen
# |
Type |
Thickness
in inches |
Fire
Endurance
hr:min |
| Concrete
Base |
Underbed |
Sand
Cushion |
Terrazzo |
Total |
| 220 |
Monolithic |
4 3/8 |
None |
None |
5/8 |
5 |
2:15 |
| 221 |
Bonded |
1 1/2 |
1 1/8 |
None |
5/8 |
3 1/4 |
1:16 |
| 222 |
Bonded |
3 |
1 7/8 |
None |
5/8 |
5 1/2 |
3:13 |
| 223 |
Sand Cushion |
1 1/2 |
1 5/8 |
1/4 |
5/8 |
4 |
2:30 |
| 224 |
Sand Cushion |
2 1/2 |
2 1/8 |
1/4 |
5/8 |
5 1/2 |
4:14 |
| 327 |
Underbed |
None |
2 1/2 |
None |
None |
2 1/2 |
0:45 |
| 326 |
Underbed |
None |
4 |
None |
None |
4 |
1:39 |
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In an attempt to determine the reason for the longer fire endurance of
the terrazzo floors, two slabs of terrazzo underbed were cast and fire
tested. Specimen 327 was 2-1/2 inches (6.35 cm) thick and had a fire
endurance of 45 minutes. Specimen 326 was 4 inches (10.2 cm) thick
and had an endurance of 1 hour 45 minutes. These endurance periods
were about 10 percent longer than for similar thicknesses of carbonate
aggregate concrete and about 25 percent longer than for siliceous aggregate
concrete.
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NOTE: The above minimum
thickness allowances for finishes my be increased,
with corresponding increase in dead load computations.
The above standard allowances for finish are
the minimum applicable for the type finish indicated
and govern all details herein. |
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