Diseños Teoricos de Concreto Huanuco 28-06

8/16/2019 Diseños Teoricos de Concreto Huanuco 28-06

1/6

CODIGO M-1 17/05/13 TANDA DE PRUEBA 0.03 M3f´c = 100 kg/cm2

HUMEDAD 0.00% HUMEDAD 0.00% ABSORCIÓN 2.46% Ceme!" ABSORCIÓN 0.#2%

ARENA 101$.4 e Ceme!" &1'0.0 IEDRA $#2.0 e(" E()ec*f+c" 261$.0 e ,+--e 2#60.0 e(" E()ec*f+c" 2#40.0

1 m3

INSUMOS DISEÑOS PESO SECO VOLUMENES PRUEBACemento I !"#$ %10#00 %10#00 0#0&&&&7 %10#00 '())e* !"#$ 0.00 0.00 0.000000 0.00 0.0A*en+ !"#$ 1018 101, 0#3,,,, 101,#37 30#&P(e.*+ 57 !"#$ 872 ,7% 0#31,%&3 ,7%#0 %%Po)ee. 770R )t#$ 1.05 1.26 0.001041 1.05 0.032Reo2(). 1000 )t#$ 0.00 0.00 0.000000 0.00 0.000S(!+ A(* )t#$ 0.04 0.05 0.000042 0.04 0.001A"+ )t#$ 1,5#00 1,5#00 0#1,5000 %1 A(*e 4 5#004 0#050000 0.00 0#000

1#010000 %317#,3

Lm(te6 0.98 1.00 1.02

ENSAOS DE CONTROL In8(.en8(+6 .e +"*e"+.o6 en VDatos para P.U. V# A*en+ 0#3, 55 %Tara : 3.4464 kg V#P(e.*+ 0#31, 45 %Volume : 0.00704243 VA"*e"+.o6$ 0#707 a!" 0#,,Tara # "o"reto : 20.4 kg V S(n A"*e"#$ 0.303

V+26o)to 1#010

T$MP. &'( )*UMP '+,T$,-D+ D$ P.U. Ter/"o P.U. eal$,D-M-$,T+

m. 'o"r. pulg( -$ %(

2317.83 2407 0.63

m3

kg!m3( kg!m3(


2/6

CODIGO M-% 17/05/13 TANDA DE PRUEBA 0.03 M3f´c = 140 kg/cm2


ARENA .$ e Ceme!" &1'0.0 IEDRA $'6.1e(" E()ec*f+c" 261$.0 e ,+--e 2#60.0 e(" E()ec*f+c" 2#40.0

1 m3

INSUMOS DISEÑOS PESO SECO VOLUMENES PRUEBACemento I !"#$ %50#00 %50#00 0#073&5 %50#00 7#5'())e* !"#$ 0.00 0.00 0.000000 0.00 0.0A*en+ !"#$ 1000 1000 0#3,1,0 #7 30#0P(e.*+ 57 !"#$ 856 ,5& 0#31%5& ,5 %5#7Po)ee. 770R )t#$ 1.25 1.50 0.001240 1.25 0.038Reo2(). 1000 )t#$ 0.00 0.00 0.000000 0.00 0.000S(!+ A(* )t#$ 0.05 0.06 0.000050 0.05 0.002A"+ )t#$ 1,5#00 1,5#00 0#1,5000 %15#, 7A(*e 4 5#004 0#050000 0.00 0#000

1#010000 %3%%#,

Lm(te6 0.98 1.00 1.02

ENSAOS DE CONTROL In8(.en8(+6 .e +"*e"+.o6 en VDatos para P.U. V# A*en+ 0#3,% 55 %Tara : 3.4464 kg V#P(e.*+ 0#31% 45 %Volume : 0.00704243 VA"*e"+.o6$ 0#& a!" 0#7Tara # "o"reto : 20.4 kg V S(n A"*e"#$ 0.316

V+26o)to 1#010


m. 'o"r. pulg( -$ %(

2322.8 2407 0.65

m3

kg!m3( kg!m3(


3/6

CODIGO M-3 17/05/13 TANDA DE PRUEBA 0.03 M3f´c = 1#' kg/cm2


ARENA #2.' e Ceme!" &1'0.0 IEDRA $6#.0 e(" E()ec*f+c" 261$.0 e ,+--e 2#60.0 e(" E()ec*f+c" 2#40.0

1 m3

INSUMOS DISEÑOS PESO SECO VOLUMENES PRUEBACemento I !"#$ %70#00 %70#00 0#0,571 %70#00 ,#1'())e* !"#$ 0.00 0.00 0.000000 0.00 0.0A*en+ !"#$ 72 7% 0#371&% 7%# %#%P(e.*+ 57 !"#$ 867 ,&7 0#31&31 ,&7#0% %Po)ee. 770R )t#$ 1.35 1.62 0.00133 1.35 0.041Reo2(). 1000 )t#$ 0.00 0.00 0.000000 0.00 0.000S(!+ A(* )t#$ 0.05 0.06 0.000054 0.05 0.002A"+ )t#$ 1,5#00 1,5#00 0#1,5000 %15#% 5A(*e 4 5#004 0#050000 0.00 0#000

1#010000 %3%,

Lm(te6 0.98 1.00 1.02

ENSAOS DE CONTROL In8(.en8(+6 .e +"*e"+.o6 en VDatos para P.U. V# A*en+ 0#371 54 %Tara : 3.4464 kg V#P(e.*+ 0#31& 46 %Volume : 0.00704243 VA"*e"+.o6$ 0#&,, a!" 0#&Tara # "o"reto : 20.4 kg V S(n A"*e"#$ 0.322

V+26o)to 1#010


m. 'o"r. pulg( -$ %(

2326.08 2407 0.66

m3

kg!m3( kg!m3(


4/6

CODIGO M- %/0&/13 TANDA DE PRUEBA 0.025 M3f´c = 210 kg/cm2

HUMEDAD 6.#% HUMEDAD 0.16% ABSORCIÓN 2.46% Ceme!" ABSORCIÓN 0.#2%

ARENA #&.1 e Ceme!" &1'0.0 IEDRA $6#.6 e(" E()ec*f+c" 261$.0 e ,+--e 2#60.0 e(" E()ec*f+c" 2#40.0

1 m3

INSUMOS DISEÑOS PESO SECO VOLUMENES PRUEBACemento I !"#$ %,5#00 %,5#00 0#007& %,5#00 7#1'())e* !"#$ 0.00 0.00 0.000000 0.00 0.0A*en+ !"#$ 73 73 0#37171% 103#%% %P(e.*+ 57 !"#$ 868 ,&, 0#31&&3 ,&,# %1#7Po)ee. 770R )t#$ 1.14 1.28 0.001140 1.1400 0.02 0.025Reo2(). 1000 )t#$ 0.00 0.00 0.000000 0.0000 0.000 0S(!+ A(* )t#$ 0.03 0.03 0.00002 0.0285 0.001 0.0007A"+ )t#$ 1,0#00 1,0#00 0#1,0000 1%#7 3#57A(*e 4 5#004 0#050000 0.00 0#000

1#010000 %337#10

Lm(te6 0.98 1.00 1.02

ENSAOS DE CONTROL In8(.en8(+6 .e +"*e"+.o6 en VDatos para P.U. V# A*en+ 0#37% 54 %Tara : 3.4464 kg V#P(e.*+ 0#317 46 %Volume : 0.00704243 VA"*e"+.o6$ 0#&,, a!" 0#&3Tara # "o"reto : 20.4 kg V S(n A"*e"#$ 0.322

V+26o)to 1#010


m. 'o"r. pulg( -$ %(

2337.10 2407 0.71

m3

kg!m3( kg!m3(


5/6

CODIGO M-5 %/0&/13 TANDA DE PRUEBA 0.025 M3f´c = 24' kg/cm2


ARENA 4$.1 e Ceme!" &1'0.0 IEDRA $4'.&e(" E()ec*f+c" 261$.0 e ,+--e 2#60.0 e(" E()ec*f+c" 2#40.0

1 m3

INSUMOS DISEÑOS PESO SECO VOLUMENES PRUEBACemento I !"#$ 30#00 30#00 0#10737 30#00 ,#5'())e* !"#$ 0.00 0.00 0.000000 0.00 0.0A*en+ !"#$ 48 , 0#3&%1&% 101%#5% %5#3P(e.*+ 57 !"#$ 845 ,5 0#30,50, ,&& %1#%Po)ee. 770R )t#$ 1.36 1.52 0.001360 1.3600 0.034 0.030Reo2(). 1000 )t#$ 0.00 0.00 0.000000 0.0000 0.000 0S(!+ A(* )t#$ 0.03 0.03 0.000034 0.0340 0.001 0.00083A"+ )t#$ 1,0#00 1,0#00 0#1,0000 13#7 3#5A(*e 4 5#004 0#050000 0.00 0#000

1#010000 %3#%&

Lm(te6 0.98 1.00 1.02

ENSAOS DE CONTROL In8(.en8(+6 .e +"*e"+.o6 en VDatos para P.U. V# A*en+ 0#3&% 54 %Tara : 3.4464 kg V#P(e.*+ 0#30 46 %Volume : 0.00704243 VA"*e"+.o6$ 0#&71 a!" 0#53Tara # "o"reto : 20.4 kg V S(n A"*e"#$ 0.33

V+26o)to 1#010


m. 'o"r. pulg( -$ %(

2344.26 2407 0.74

m3

kg!m3( kg!m3(


6/6

CODIGO M-& %/0&/13 TANDA DE PRUEBA 0.025 M3f´c = 2$0 kg/cm2


ARENA 12.# e Ceme!" &1'0.0 IEDRA $4#.1e(" E()ec*f+c" 261$.0 e ,+--e 2#60.0 e(" E()ec*f+c" 2#40.0

1 m3

INSUMOS DISEÑOS PESO SECO VOLUMENES PRUEBACemento I !"#$ 3,0#00 3,0#00 0#1%0&35 3,0#00 #5'())e* !"#$ 0.00 0.00 0.000000 0.00 0.0A*en+ !"#$ 13 13 0#3,&3, 7#71 %#P(e.*+ 57 !"#$ 847 ,7 0#301& ,,#, %1#%Po)ee. 770R )t#$ 1.52 1.70 0.001520 1.5200 0.038 0.034Reo2(). 1000 )t#$ 0.00 0.00 0.000000 0.0000 0.000 0S(!+ A(* )t#$ 0.04 0.04 0.000038 0.0380 0.001 0.0003A"+ )t#$ 1,0#00 1,0#00 0#1,0000 15#% 3#&3A(*e 4 5#004 0#050000 0.00 0#000

1#010000 %3#7

Lm(te6 0.98 1.00 1.02

ENSAOS DE CONTROL In8(.en8(+6 .e +"*e"+.o6 en VDatos para P.U. V# A*en+ 0#3 53 %Tara : 3.4464 kg V#P(e.*+ 0#30 47 %Volume : 0.00704243 VA"*e"+.o6$ 0#&5, a!" 0#7Tara # "o"reto : 20.4 kg V S(n A"*e"#$ 0.352

V+26o)to 1#010


m. 'o"r. pulg( -$ %(

234.7 2407 0.76

m3

kg!m3( kg!m3(

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Diseños Teoricos de Concreto Huanuco 28-06