Investigacio Vidrio Molido Resul 11
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Transcript of Investigacio Vidrio Molido Resul 11
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VIDRIO MOLIDOFECHA :27/01/2015
CARATERIZACIONPd Ar C
P.e 2.64 2.66 3..12%W 0.54 3.23%Ab 0.98 2.32PUS 1449 1874PUC 1576 1986Tnmax 3/4"MF 7.23 1986
Pd Rio chancada PilcomayoAr Rio PilcomayoCementofc= kg/cm2 slump = 4"fcr= kg/cm2VIDRIO MOLIDO-PROCENDECIA TIPO
GRUPO TESTIGO TANDA TIEMPO
DISEÑO MEZCLA TANDA 1 M3 COMITÉ 211 ACI
C
VILCAHUAMAN
4"* 8" T1
PATRON
3 DIA
363
4"* 8" T24"* 8" T34"* 8" T1
7 DIA4"* 8" T24"* 8" T34"* 8" T1
28 DIA4"* 8" T24"* 8" T34"* 8" T1
10% VIDRIO
3 DIA
326.7
4"* 8" T24"* 8" T34"* 8" T1
7 DIA4"* 8" T24"* 8" T34"* 8" T1
28 DIA4"* 8" T24"* 8" T34"* 8" T1
20% VIDRIO
3 DIA
290.4
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VILCAHUAMAN
4"* 8" T2
20% VIDRIO
3 DIA
290.4
4"* 8" T34"* 8" T1
7 DIA4"* 8" T24"* 8" T34"* 8" T1
28 DIA4"* 8" T24"* 8" T3
GRUPO TESTIGO TANDA TIEMPO
DISEÑO MEZCLA TANDA 1 M3 COMITÉ 211 ACI
C
TANIA ANCCASI
4"* 8" T13 DIA4"* 8" T2
4"* 8" T34"* 8" T1
7 DIA4"* 8" T24"* 8" T34"* 8" T1
28 DIA4"* 8" T24"* 8" T34"* 8" T1
3 DIA4"* 8" T24"* 8" T34"* 8" T1
7 DIA4"* 8" T24"* 8" T34"* 8" T1
28 DIA4"* 8" T24"* 8" T34"* 8" T1
3 DIA4"* 8" T24"* 8" T34"* 8" T1
7 DIA4"* 8" T24"* 8" T34"* 8" T1
28 DIA4"* 8" T24"* 8" T34"* 8" T1
3 DIA4"* 8" T24"* 8" T34"* 8" T1
7 DIA4"* 8" T2
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TANIA ANCCASI
4"* 8" T37 DIA
4"* 8" T128 DIA4"* 8" T2
4"* 8" T34"* 8" T1
3 DIA4"* 8" T24"* 8" T34"* 8" T1
7 DIA4"* 8" T24"* 8" T34"* 8" T1
28 DIA4"* 8" T24"* 8" T3
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1bls CEMENTO 41.96
AGREGADO GLOBAL
Pd % 45%Ar % 55%
DISEÑO MEZCLA TANDA 1 M3 COMITÉ 211 ACI
H20 Pd Ar VIDRIO %aire Slump teorico
200 951 832 0 2% 4
181 951 832 36.3 2% 4
160 951 832 72.6 2%
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160 951 832 72.6 2% 4DISEÑO MEZCLA TANDA 1 M3 COMITÉ 211 ACI
H20 Pd Ar VIDRIO %aire Slump teorico
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CARACTERIZACIONPd Ar C AGREGADO GLOBAL
P.e 3.12%W Pd %%Ab Ar %PUSPUCTnmaxMF
Pd Rio chancada PilcomayoAr Rio PilcomayoCementofc= kg/cm2fcr= kg/cm2VIDRIO MOLIDO-PROCENDECIA
ESTADO FRESCO
Slump Obra peso unitario rendimiento aire
4"
2461 0.970 14.2 15.7 1.5
3 3/4"4"3"4 1/2"3 3/4"4"4"
13.52 15.12 1.34 2472 0.96
14.3 15.5 1.3
temperatura ambiental
temperatura Concreto
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14.3 15.5 1.33 1/2" 2479 0.96ESTADO FRESCO
Slump Obra peso unitario rendimiento airetemperatura ambiental
temperatura Concreto
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AGREGADO GLOBAL
TIPO
ESTADO ENDURECIDO
H cm H/D Carga P kg
10.301 10.305 10.303 20.2 1.96 477810.305 10.205 10.255 20.15 1.96 5040
10.3 10.304 10.302 20.1 1.95 49030 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!
10.038 10.304 10.171 20.23 1.99 674010.29 10.305 10.2975 20.3 1.97 6890
10.305 10.3 10.3025 20.23 1.96 67850 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!
10.305 10.308 10.3065 20.17 1.96 3390
Diametro Inferior cm
Diametro superior cm
Diametro promedio cm
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10.302 10.305 10.3035 20.12 1.95 321010.305 10.305 10.305 20.13 1.95 3390
0 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!0 #DIV/0!
ESTADO ENDURECIDO
H cm H/D Carga P kg
000000000000000000000000000000
Diametro Inferior cm
Diametro superior cm
Diametro promedio cm
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ESTADO ENDURECIDO
Area cm2 fc(DIAS) peso kg DISPERSION fc(1) promedio
820.5749385372 5.82274668 4.08
2.00070573 6.00367921 4.08814.36794747 6.18884868 4.08
817.2426355632 5.99944225 4.080 #DIV/0!
#DIV/0! #DIV/0! 00 #DIV/0!0 #DIV/0!0 #DIV/0!
#DIV/0! #DIV/0! 00 #DIV/0!0 #DIV/0!
808.9115788908 8.33218386 4.14
2.0073121 8.32013945 4.13823.2829934175 8.36893274 4.13821.4980148375 8.25930176 4.12
0 #DIV/0!
#DIV/0! #DIV/0! 00 #DIV/0!0 #DIV/0!0 #DIV/0!
#DIV/0! #DIV/0! 00 #DIV/0!0 #DIV/0!
819.9389895543 4.13445396 4.06
1.9815625 4.06674007 4.04
peso promedio kg
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818.0332949943 3.92404566 4.021.9815625 4.06674007 4.04818.50040811 4.1417206 4.04
0 #DIV/0!
#DIV/0! #DIV/0! 00 #DIV/0!0 #DIV/0!0 #DIV/0!
#DIV/0! #DIV/0! 00 #DIV/0!0 #DIV/0!
ESTADO ENDURECIDO
Area cm2 fc(DIAS) peso kg DISPERSION fc(1) promediopeso promedio
kg
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