Vivi.javier Quezada Cim-model.pdf

CUADRO DE ZAPATAS TIPO 1Ø1/2"@.15 .30 .20 .30

.30

.20

1Ø3/8"@.25

2

D

C-3

0.25

0.60

1Ø3/8"@0.18

1Ø3/8"@0.18

1.00

0.50

1Ø3/8"@0.18

1Ø3/8"@0.18

Z-3

0.90 x 0.90

0.90

0.45

1Ø3/8"@0.18

1Ø3/8"@0.18

Z-4

0.80 x 0.80

0.90

0.45

1Ø3/8"@0.18

1Ø3/8"@0.18

DE

DIAGRAMA

COLUMNAS

SECCION

ARMADURA

ESTRIBOS Ø3/8", [email protected], [email protected] [email protected] [email protected]

C-1

0.25 x 0.25

6 Ø1/2"

C-2

0.25 x 0.25

4 Ø1/2" + 2 Ø3/8"

C-3

0.25 x 0.25

4 Ø1/2"

.30

D

D

1.10

1.00 x 1.00

.50

Z-3 0.90

0.90

3.02

CUADRO TIPO

0.90

Z-3 D

h

1.10 x 1.10

Z-2

1Ø1/2"@.15

E

C-3 0.90

D

B

B

.90

A

A

.50

Ø3/8", [email protected], [email protected] [email protected] [email protected]

1Ø3/8"@.25

.30

3.02

E

.30

TRAMOS 5° - 7°

3

4.00

D

4.00

PARRILLA X Y

H

Z-1

1Ø3/8"@.15

1Ø1/2"@.15

1

SECCION

e = 0.15

1Ø3/8"@.25

Ø3/8", [email protected], [email protected] [email protected] [email protected]

1Ø1/2"@.15

.30

Z-1 E

Z-3 C-3

D

Z-2

D

1.00

E

E

1.10

1.00

1.10

E

E

0.90

TRAMOS 4° - 6° - 8° 1Ø1/2"@.15

C-2

C-1

0.90

.30

E

3.85

CONCRETO SIMPLE:

3.85

A

.50

1Ø 1/2" @ 0.15 .20

EN CIMIENTOS CORRIDO : Proporcion EN SOBRECIMIENTOS : Proporcion

A .50

1.00

B

Z-2

B

E

E

A

Z-1 C-1

1.00

A

1Ø 3/8" @ 0.25

1Ø 1/2" @ 0.15 1Ø 3/8" @ 0.25

.30

Z-3 E

C-2

C

F'C = 175 kg/cm2 F'C = 210 kg/cm2

ZAPATAS RESTO

ACERO DE REFUERZO: F'Y =

4200 kg/cm2

RECUBRIMIENTOS:

C-3

.30

C

0.90

1Ø 3/8" @ 0.25

E

E

1.10

C:H - 1:10 + 30% Piedra Grande (@ 8" Maximo) C:H - 1 : 8 + 25% Piedra Mediana (@ 4" Maximo)

CONCRETO ARMADO:

.30

TRASLAPES:

ZAPATAS

7.5 cm

@ 5/8"

75 cm

COLUMNAS VIGAS PERALTADAS LOSAS ALIGERADAS MUROS

3.0 cm 4.0 cm 2.0 cm 2.5 cm

@ 1/2" @ 3/8"

50 cm 45 cm

0.90

ALBAÑILERIA DE LADRILLO:

1.10

f'm = kg/cm2 LOS LADRILLOS SERAN DE ARCILLA COCIDA CORRIENTE (.24 x .14 x .09) x SENTADOS CON MORTERO C - A = 1 - 5 2.75

E C A

Z-1

B

Z-4 C-3

Z-3

C-1

0.80

B

0.90

.25

B

0.80

1.10

F

F

E

E

0 .3 1Ø 1/2" @ 0.15

1Ø 3/8" @ 0.25 0.90

5

0.1

1.85

.8

C-3 1.10

Z-2 A

A

0

E

1.00

AL N.F.C. (NIVEL FONDO DE CIMENTACION) = 1.5 kg/cm2 (Verificar en Obra)

.30

.16

C-2

B

A

E

1.00

CARGA MAXIMA TRANSMITIDA AL TERRENO: 1Ø 3/8" @ 0.25

.20

2.75

C

1.00

.8

0.80

1Ø 1/2" @ 0.15 .20

4.38

A

.30

1.01

0.80

1Ø 3/8" @ 0.25

Z-3

D

C-3

A

.30

Z-4

1.77

0

Z-4 1.00

0.90

Z-3 C-2

A

1.00

H

D

C-3

A'

D

0.90

h

D

C-3 .30

A

1Ø 1/2" @ 0.15

1.58

1

2.42

4.00

1'

2

b(ver cuadro)

1Ø 3/8" @ 0.25

3

Detalle de Columna - Zapata

1Ø 3/8" @ 0.25

0.70

SISTEMA ESTRUCTURAL

ESCALA : 1 : 50 1Ø 1/2" @ 0.15

0.25

0.25 .15

.15

1er TRAMO .40

.30 .10

.30 .10

.10

.70

.70

.30

.40

.10 .70

.45

.55

.35

.30 .10

.10

.55

.55

.45

.45

.35

.35

SECC. A-A

SECC. B-B

SECC. C-C

SECC. D-D

SECC. E-E

SECC. F-F

ESC: 1/25

ESC: 1/25

ESC: 1/25

ESC: 1/25

ESC: 1/25

ESC: 1/25

ESC 1:25