Aditivos Acelerante y Aditivo Reductor de Agua Con Retardante
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Transcript of 0.50-con-aditivo
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DATOSAgregado de Matahuasi Peso de briqueta
fc (kg/cm2) Volumen de la briquetaf cr (kg/cm2)
Slump 3" 1T mx 3/4'' 2
Cemento Andino I 3.11 3Caractersticas Pd Ar 4Peso especfico 2.6 2.56 5% de Absorcion 1.08 0.74 6% de Humedad 1.14 0.87 7
Mod. Fineza 7.39 3.09PUS 1423.16 1579.78PUC 1567.31 1798.04
Aditivo Sika 1
Mx
Clculo del Diseo DISEO ESTTICO
VOLUMEN
C 400 3.15 0.127200 1.00 0.200
Pd 1078 2.6 0.415Ar 571 2.56 0.223
% Aire 2 0.02Ad 16 1.05 0.015
1
0.3622
0.638
DISEO SECO (Kg)
P.E. (peso especifico)
H2O
Diferencia Volumen de 1 m3
Volumen Agregados (Pd+
Ar)
ELEM
ENTO
S
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Peso de briqueta 5.327Volumen de la briqueta 0.005560
% Pd % Ar Muestra+Bri PUC %Ar/%Pd35 65 15.258 1786.15 1.8640 60 15.480 1826.08 1.5045 55 15.540 1836.87 1.2250 50 15.660 1858.45 1.0055 45 15.463 1823.02 0.8260 40 15.460 1822.48 0.6765 35 15.340 1800.90 0.54
50 50 15.660 1858.45 1.00
RELACION a/c 0.50 CON ADITIVO
DISEO ESTTICO DISEO DINAMICO
P.U. seco P.U. 225 TANDA 01 Bolsa (Kg)
1.00 400 1.00 39.454 42.500.50 199 0.50 19.590 21.1022.69 1090 2.73 107.524 115.8271.43 576 1.44 56.855 61.245
0.04 16 0.04 1.578 1.7002281.1627751111 5.70 225.000
H2O Pd (lt.) 0.6 T concreto
H2O Ar (lt.) 0.7 T ambiente
TOTAL 1.4
DISEO EN OBRA (Kg)
ELEM
ENTO
S
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Peso Kg Peso totalPd Ar4.2 7.8 124.8 7.2 125.4 6.6 126 6 12
6.6 5.4 127.2 4.8 127.8 4.2 12
6 6 12
TANDAS DINAMICAS EN OBRA
Proporcion 1 Gabera Proporcion en lata para 1 bls
42.50 1.0 1.0 bl 1 bls21.10 21.10 21.1 litros 21.1 litros
115.83 2.9 2.9 gabera 4.3 latas61.24 1.4 1.4 gabera 2.1 latas
1.70 1.70 1.70 litros 1.70 litros
Teorico Practico
19 Slump 3" 3 1/4"
15.5
TANDA 01 Bolsa (Kg)
volumen (pie3)
ELEM
ENTO
S
0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.001740.00
1760.00
1780.00
1800.00
1820.00
1840.00
1860.00
1880.00
1786.15
1826.081836.87
1858.45
1823.021822.48
1800.90
f(x) = - 604.6384968204x^5 + 3578.3297944067x^4 - 8101.0802130653x^3 + 8605.0134722453x^2 - 4178.7963890158x + 2549.3035304541
PUC MaxPolynomial (PUC Max)
%Ar/%Pd
PUC
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1 m3 35.3 pie3 0.751bl 1.5 latas 15.82676702921 bl 1 pie3 3.23207533251 bl 42.5 kg 1.53956832961 bl 1 gabera 01 gabera 1.5 latas 1.275
ELEM
ENTO
S
0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.001740.00
1760.00
1780.00
1800.00
1820.00
1840.00
1860.00
1880.00
1786.15
1826.081836.87
1858.45
1823.021822.48
1800.90
f(x) = - 604.6384968204x^5 + 3578.3297944067x^4 - 8101.0802130653x^3 + 8605.0134722453x^2 - 4178.7963890158x + 2549.3035304541
PUC MaxPolynomial (PUC Max)
%Ar/%Pd
PUC
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GRANULOMETRIA
MALLA Diametro PESO % RETRET EN GR3 75 0.00
2 1/2 63 0.002 50 0.00
1 1/2 37.5 0.001 25 0.00
3./4 19 0.071 1.431./2 12.5 1.143 23.053./8 9.5 0.808 16.29
4 4.75 0.866 17.468 2.360 0.628 12.6616 1.180 0.499 10.0630 0.600 0.344 6.9450 0.300 0.232 4.68
100 0.150 0.145 2.92200 0.074 0.15 3.02
Fondo 0 0.073 1.47TOTAL 4.959 100.00
0.010 0.100 1.000 10.000 100.0000.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
4.507.42
12.10
41.76
98.57 100.00
Agregado Global
Agregado GlobalHuso inferiorHuso superior
TAMICES STANDAR ASTM (mm)
% PASANTE
-
0.010 0.100 1.000 10.000 100.0000.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
4.507.42
12.10
41.76
98.57 100.00
Agregado Global
Agregado GlobalHuso inferiorHuso superior
TAMICES STANDAR ASTM (mm)
% PASANTE
-
GRANULOMETRIA MALLA Diametro% RET ACUM % PASA ACUM 3 75
0.00 100.00 2 1/2 630.00 100.00 2 500.00 100.00 1 1/2 37.50.00 100.00 1 250.00 100.00 3./4 191.43 98.57 1./2 12.5
24.48 75.52 3./8 9.540.77 59.23 4 4.7558.24 41.76 8 2.36070.90 29.10 16 1.18080.96 19.04 30 0.60087.90 12.10 50 0.30092.58 7.42 100 0.15095.50 4.50 200 0.07498.53 1.47
100.00 0.00
0.010 0.100 1.000 10.000 100.0000.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
4.507.42
12.10
41.76
98.57 100.00
Agregado Global
Agregado GlobalHuso inferiorHuso superior
TAMICES STANDAR ASTM (mm)
% PASANTE
-
0.010 0.100 1.000 10.000 100.0000.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
4.507.42
12.10
41.76
98.57 100.00
Agregado Global
Agregado GlobalHuso inferiorHuso superior
TAMICES STANDAR ASTM (mm)
% PASANTE
-
Limite Infer Limite Super
100 100
95 100
35 55
10 3510 300 8
0.010 0.100 1.000 10.000 100.0000.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
4.507.42
12.10
41.76
98.57 100.00
Agregado Global
Agregado GlobalHuso inferiorHuso superior
TAMICES STANDAR ASTM (mm)
% PASANTE
-
0.010 0.100 1.000 10.000 100.0000.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
4.507.42
12.10
41.76
98.57 100.00
Agregado Global
Agregado GlobalHuso inferiorHuso superior
TAMICES STANDAR ASTM (mm)
% PASANTE
calculosgranulometria
