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MEMORIA DE CALCULO CASA-HABITACIN
pg. 23
8. DETALLES
A D EB
3.85 1.55 2.458.00
5.38
1.00
2.85
4.63
5.38
3.85
1.95
2.68
A C D E
1
2
1
2
3
4
6
4
5
6
K-1
K-1
K-1 K-1
K-1
K-1
C-1
K-4
K-4
K-6 K-6
K-1
K-2
K-2K-3
K-1
K-1
K-2
K-3
K-5
K-5
K-1
K-1
K-1
CT-1 CT-1
ZA-1
ZC-1
ZC-1
ZC-1
ZC-2 ZC-2
ZC-2
ZC-2 ZC-2
ZC-2
ZC-2
ZC-2
ZC-2ZC-2
CT-1
K-6 K-6
K-6
K-6
CT-1
B
HN.D.= -0.80
A
ZC
N= 0.00m
ASL
ZC
ASTASL
Plantilla de concreto f'c=50kg/cm2espesor= 5 cm
5
Dala de desplante (D2)ARMEX 15X15-4f'c=150.00 kg/cm2
Dala integral (D1)ARMEX 15X20-4
Acero transversalBASE Acero longitudinal H(AST) (ASL)
N.D.ZAPATA40 cm 20cm -0.80m3/8"@25ZC-1
ACERO (As)Fy=4200kg/cm2
60 cm 20cm -0.80m3/8"@25ZC-2
(A,B)
3/8"@20
3/8"@20
DETALLES DE CIMENTACIN
PLANTA ESTRUCTURAL DE CIMENTACION
DALAS Y CASTILLOS
Plantilla de concreto pobref'c=100.00 kg/cm2 1.40
0.25
#3 @15cm
0.80
Columna C-130x30cm
DADO35x35cm
Ambos sentidos
Est. #3 @10cmC-1COLUMNA
30.00
30.00
Concreto Fc=200 kg/cm28 vs #4 Est. #3 @10cmSecc. 30X30 cm
4 vs #3, e #2 @20 cm
K-3
15.00
20.00Concreto Fc=150 kg/cm2
Secc. 15x20 cm
CASTILLO
K-4
15.00
20.00Concreto Fc=150 kg/cm2
CASTILLO
6 vs #3, e #2 @20 cmSecc. 15x20 cm
ARMEX 15x20-4
K-2
15.00
20.00Concreto Fc=150 kg/cm2
Secc. 15x20 cm
CASTILLO
K-5
15.00
20.00Concreto Fc=150 kg/cm2
CASTILLO
6 vs #4, e #2 @20 cmSecc. 15x20 cm
ARMEX, 15X15-415.00
Secc. 15x15 cm
CASTILLOK-1
15.00
Concreto Fc=150 kg/cm2
K-6
15.00
30.00Concreto Fc=150 kg/cm2
CASTILLO
6 vs #3, e #2 @20 cmSecc. 15x30 cm
ARMEX, 15X15-415.00
Secc. 15x15 cm
DALAD2,D3,D5,D6
15.00
Concreto Fc=150 kg/cm2
K-7
15.00
40.00 Concreto Fc=150 kg/cm2
CASTILLO
8 vs #3, e #2 @20 cm oSecc. 15x40 cm
2 Armex 15x20-4
4 vs #4, e #2 @20 cm
CT-1
20.00
30.00Concreto Fc=150 kg/cm2
Secc. 20x30 cm
TRABE TIPO
4 vs #3, e #2 @20 cm
D-1
15.00
20.00Concreto Fc=150 kg/cm2
Secc. 15x20 cm
DALA INTEGRAL
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MEMORIA DE CALCULO CASA-HABITACIN
pg. 24
COCHERA
RECAMARA 1
BAO
SALACOMEDOR
3.85 1.55 2.458.00
5.38
1.00
2.85
4.63
2.85 2.558.00
JARDIN
5.38
3.85
1.95
2.68
A
A
C
2.53
D
D
E
E
1
2
1
2
3
4
6
4
5
6
B
K-1
K-1 C-1
K-6 K-6
K-3
K-1 K-1
K-6
K-6K-4
K-3
K-2
K-3
K-1
K-1
K-1
T4
T1
T2T3
Baston 3/8" @ 40 cm
Baston 3/8" @ 40 cm
Baston 3/8" @ 40 cm
Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cmVarilla 3/8" @ 20 cm
Baston 3/8" @ 40 cm
Baston 3/8" @ 40 cm
Varilla 3/8" @ 20 cm Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cm
Baston 3/8" @ 40 cm
2.68
1.95
RM-1
RM-1 RM-1
K-6
K-6
K-6 K-6
PLANTA ESTRUCTURAL BAJA
LOSA MACIZA 10CMS
50 cms
Muro
L/4 L/4
MuroVarilla corrida
Baston 50 cms
L = Longitud del claro
Baston L/4 (Ambos lados)
10 cms
Lado discontinuo
de 10 vecesgancho minimo
el diametro
VAR #3 @ 20cm AMBOS LADOS
2.90
A E
0.35
4.90
B
2#32#42#3
1#3 2#5
1.100.50
1.40
2#41#3
0.50 2.80
2#52#3
2#4 4#5
2#4+2#3
2.85
A B
0.35
2#34#4
4.00
C E
1.00 3.00 1.00E#2@10 E#2@10E#2@20
0.20
2#3
E#2@10
1.95
A B
0.40
2.65
2#3
2#3
2#4
2#42#3
h=20b=40
T-2
0.20f'c=200.00 kg/cm2
h=20b=35
T-1
0.20f'c=200.00 kg/cm2
h=15b=35
T-3
0.15f'c=200.00 kg/cm2
2#3
2#43#4
h=15b=20
T-4
0.15
f'c=200.00 kg/cm2
2#3
4#4
TRABES
COLUMNA
30.00
30.00
Concreto Fc=200 kg/cm28 vs #4Secc. 30X30 cm
Est. 3" @ 15cm7 @ 10cm
7 @ 10cm
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MEMORIA DE CALCULO CASA-HABITACIN
pg. 25
PLANTA ESTRUCTURAL AZOTEA
2#3
2.70
5 6
E#2@20
0.25
2#3
TRABES
2#5+1#3
4.90
B E
1.20 2.50 1.20E#2@10 E#2@10E#2@20
0.35
2#3
h=15b=25
T-5
0.15
f'c=200.00 kg/cm2
2#3
2#3h=15b=25
T-5
0.15
f'c=200.00 kg/cm2
2#3
2#3
terminado escobillado.
e = Espesor del muro existente (0.15m)
integrando el armado a dalas y castillos del muro.
y vertical, contra la estructura existente y de preferencia
minimo deberan rematarse en su extremo superior horizontal
3) Las dos capas de mortero Cemento-Arena f'c=100Kg/cm
2) Malla electrosoldada ( 6x6-10/10 ) fijada con clavos o
grapas
1) Capa de mortero cemento-arena 1:4 (TIPO I) f'c=100 Kg/cm
RECUBRIMIENTO ARMADO PARA REFUERZO DE MAMPOSTERIA
lanzada contra el muro de mamposteria de 3.0 cm de espesor
(9pzas/m ) de 2".
REFORZAMIENTO DE MUROS CON MALLA MR-1
RM-1
C O R T ESUELO COMPACTADO
90 % PROCTOR
0.10Anclar malla
0.03
1
e
2
E
1
2
4
5
6
2
2
4
6
K-1
K-1
K-6 K-6
K-1
RECAMARAPRINCIPAL VESTIDOR
RECAMARA 3
TERRAZA
BAO
K-1
K-2
K-1 K-1
K-1 K-1
K-1
K-1
K-1
K-1
K-2 K-1 K-4
K-1
K-1
K-4
K-3
K-1
Baston 3/8" @ 40 cm
Baston 3/8" @ 40 cm
Baston 3/8" @ 40 cm
Baston 3/8" @ 40 cm
Baston 3/8" @ 40 cm
Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cm Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cm
Varilla 3/8" @ 20 cm
D6 D6
D6
D6D6
T5
D6
K-7
Baston 3/8" @ 40 cm Baston 3/8" @ 40 cm
Varilla 3/8" @ 20 cmVarilla 3/8" @ 20 cm
T6
B1.00
3.85 4.008.00
2.85 4.008.00
5.38
3.85
1.95
2.70
5.38
3.85
4.65
A C E
A C
