Dosificacion de Hormigon

 

TIPO CONCRETO

RESISTENCIA

RESISTENCIA

MATERIALES CEMENTO

ARENA

TR T RITURADO

AGUA

KG

M3

M3

LTR

246

420

0.67

0.67

250

3000

211

350

0.56

0.84

180

1:2:4

2500

176

300

0.48

0.5

170

1:3:4

2000

141

260

0.63

0.84

170

1:3:6

1500

105

210

0.5

1.00

160

1:2:3 IMP

3000

211

350

0.56

0.84

180

1:2:4 IMP

2500

176

300

0.48

0.5

170

CICLOPEO

"""

P.S.I.

Kg /cm2

1:2:2

3500

1:2:3

TIPO MORTERO

RESISTENCIA

 

RESISTENCIA

MATERIALES CEMENTO

ARENA

SIKA 1

AGUA

KG

M3

KG

LTR

246

610

0.7

250

3000

211

454

1.0

240

1:3 IMP

2500

176

454

1.0

24

240

1:4 1:4 IMP

2000 1500

141 105

364 364

1.16 1.16

22.00

220 220

P.S.I.

Kg /cm2

1:2

3500

1:3

 

RESISTENCIA

C#$%&#&'( )#*# 1m3

P.S.I.

M)#

Kg /cm2

(#c,( &' c'm'$-,

c'm'$-, m3

A*'$# m3

G*#+# m3

1500

10.3

105

5.5

0.22

0.57

0.772

2000

13.8

141

6.1

0.244

0.54

0.786

2500

17.2

176

7.1

0.284

0.523

0.77

3000

20.7

211

7.6

0.304

0.523

0.77

3500

24.1

246

8.3

0.332

0.488

0.774

4000 4500

27.6 31.0

281 316

.1 .6

0.364 0.384

0.47 0.453

0.772 0.776

0.40m

0.25m

0.040m3

(#c, &' c'm'$-,

50g

m'&&#( &' )#*'# )'(, '(). &' c'm'$-,

0.40m 2000g/m3

g /cm2

PSI

M)#

240

3413.603

23.536

 

PRODUCC.  5 5 5 5 5 5 5

PRODUCC.  5 5 5 5 5

L-*,( m#m,( ),* (#c, &' c'm'$-, #g#

P*,),*c,$'( C

A

P

1:

2.5:

3.51

1:

2.25:

3.22

33

1:

1.84:

2.71

2

1:

1.72:

2.53

25

1:

1.47:

2.33

22 1

1: 1:

1.2: 1.18:

2.12 2.02