diseño de mezcla método global uc.xlsx
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DISEÑO DE CONCRETO CON EL METODO DEL AGREGADO GLOBAL DATOS Pd Ar C P.E 2.6 2.56 3.12 AB 0.87 3.59 %W 1.15 7.91 Tnmax 1 f´c slum 2.5 PUS 1514 1407 PUC 1705 1666 mf 7.23 3.06 CALCULO DEL AGUA 2 180 3 H2O= 187.50 4 195 CALCULO DE CEMENTO a/c 0.60 PIEDRA ARENA C= 312.50 PUCmax 0.45 0.55 DISEÑO ESTATICO DISEÑO DINAMICO PESO P.E V P.U PESO P.U 1bls CEMENTO 312.50 3.12 0.100 1.0 312.50 1.0 42.50 AGUA 187.50 1 0.188 0.6 142.80 0.5 19.42 PIEDRA 815.89 2.6 0.314 2.6 825.27 2.6 112.24 ARENA 981.85 2.56 0.384 3.1 1059.52 3.4 144.09 % AIRE 1.5 0.015
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diseño de mezcla método global uc.xlsx
Transcript of diseño de mezcla método global uc.xlsx
diseo 1DISEO DE CONCRETO CON EL METODO DEL AGREGADO GLOBALDATOSPdArCP.E2.62.563.12AB0.873.59%W1.157.91Tnmax1fcslum2.5PUS15141407PUC17051666mf7.233.06CALCULO DEL AGUA21803H2O=187.504195CALCULO DE CEMENTOa/c0.60PIEDRAARENAC=312.50PUCmax0.450.55DISEO ESTATICODISEO DINAMICOPESOP.EVP.UPESOP.U1blsP.U VOLUMEN PIESCEMENTO312.503.120.1001.0312.501.042.501.0bolsa1.0bolsaAGUA187.5010.1880.6142.800.519.4219.4lt19.4ltPIEDRA815.892.60.3142.6825.272.6112.242.6pie3.9lataARENA981.852.560.3843.11059.523.4144.093.6pie5.4lata% AIRE1.50.015SUMA1.0002340.097.5318.25
difencia de volumen =0.6973397436
diseo 2DISEO DE CONCRETO CON EL METODO DEL AGREGADO GLOBALDATOSPdArCP.E2.62.563.12AB0.873.59%W1.157.91Tnmax1fcslum2.5PUS15141407PUC17051666mf7.233.06CALCULO DEL AGUA21803H2O=187.504195CALCULO DE CEMENTOa/c0.50PIEDRAARENAC=375.00PUCmax0.450.55DISEO ESTATICODISEO DINAMICOPESOP.EVP.UPESOP.U1blsP.U VOLUMEN PIESCEMENTO375.003.120.1201.0375.001.042.501.0bolsa1.0bolsaAGUA187.5010.1880.5144.080.416.3316.3lt16.3ltPIEDRA792.452.60.3052.1801.562.190.842.1pie3.2lataARENA953.652.560.3732.51029.082.7116.632.9pie4.4lata% AIRE1.50.015SUMA1.0002349.736.3266.30
difencia de volumen =0.6773076923
diseo 3DISEO DE CONCRETO CON EL METODO DEL AGREGADO GLOBALDATOSPdArCP.E2.62.563.12AB0.872.04%W1.157.91Tnmax1fcslum2.5PUS15141407PUC17051666mf7.233.06CALCULO DEL AGUA21803H2O=187.504195CALCULO DE CEMENTOa/c0.40PIEDRAARENAC=468.75PUCmax0.450.55DISEO ESTATICODISEO DINAMICOPESOP.EVP.UPESOP.U1blsP.U VOLUMEN PIESCEMENTO468.753.120.1501.0468.751.042.501.0bolsa1.0bolsaAGUA187.5010.1880.4131.880.311.9612.0lt12.0ltPIEDRA757.292.60.2911.6766.001.669.451.6pie2.4lataARENA911.342.560.3561.9983.432.189.162.2pie3.4lata% AIRE1.50.015SUMA1.0002350.075.0213.07
difencia de volumen =0.6472596154
granulometria
AGREGADO GLOBAL2"1 1/2"1"3/4"1/2"3/8"N4N8N16N30N50N100N2002"1 1/2"1"3/4"1/2"3/8"N4N8N16N30N50N10050.0037.5025.0019.0012.509.504.752.361.180.600.300.150.07550.0037.5025.0019.0012.509.504.752.361.180.600.300.15tamizabertura(mm)e-1 (grs)e-2(grs)e-3(grs)w retenido promedio% w retenido% w acumulado 100.00100.00100.0083.5260.3955.2037.3227.5020.4911.513.971.160.32100805030708retenidoque pasa9545258502 1/2"62.0000.000.000.000.000.000.00100.002"50.0000.000.000.000.000.000.00100.001 1/2"37.5000.000.000.000.000.000.00100.001"25.0000.000.000.000.000.000.00100.003/4"19.000822.00822.00822.00822.0016.4816.4883.521/2"12.5001154.001154.001154.001154.0023.1339.6160.393/8"9.500259.00259.00259.00259.005.1944.8055.20N44.750892.00892.00892.00892.0017.8862.6837.32N82.360490.00490.00490.00490.009.8272.5027.50N161.180350.00350.00350.00350.007.0279.5120.49N300.600448.00448.00448.00448.008.9888.4911.51N500.300376.00376.00376.00376.007.5496.033.97N1000.150140.00140.00140.00140.002.8198.841.16N2000.07542.0042.0042.0042.000.8499.680.32fondo16.0016.0016.0016.000.32100.000.00total4989.004989.004989.004989.00100.00
mf5.5933052716
