Vivi.javier Quezada Cim.pdf
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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
.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
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