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Planos arquitectónicos de cimentación
Typology: Papers
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CT-1CONTRATRABEESTR. #3@20CM2 VAR #48 VAR#
CONTRATRABEESTR. #3@20CM2 VAR #48 VAR#
CT-
CT-3CONTRATRABEESTR. #3@20CM2 VAR #410 VAR#
MALLA 6X6 - 10/10 (Sobre toda el aréa de la losa) CORTE TIPICO DE LOSA S/E
ESPESOR MINIMO DE CAPA DE COMPRESIÓN 5CMS.
MALLA ELECTROSOLDADA 6X6 - 10X
2#
NERVADURA
S/ENERVADURA NT
E#3@
2H( *)
5´
CUADRO DE REFERENCIA DE ZAPATAS
PLANTA ZAPATA Z-
ZAPATA
H (cm)
a (cm)
b (cm)
A
Z-3Z-2Z-
30
200
200
#4@
A
#3@
40
240
50
290
240 290
#5@
#3@
#5@
#3@
CASTILLO K-
S/E
COLUMNA C-1 DE N.
1.50 A N. +3.
COLUMNA C-
DADO D-
O 8#
N= 1.50 (minino)
DADO 0.45 x 0. ARMADO CON 8#
EST. #3 @
CORTE X-X
PLANTILLA
As
ESC 1:
C
D
E
1
C-
C-
C-
T-
T-
T-
T-
T-
K-
K-
K-
K-
K-
K-
K-
K-1 K-1 K-
N-T
N-T
N-T
N-T
N-T
H= 20 CM LOSA PREFABRICADA
H= 20 CMLOSA PREFABRICADA
1ø 3
1ø 3
1ø 3
1ø 3
1ø 3
DETALLE ESTRUCTURAL ENTREPISO NIVEL +3.00 | ESC 1:
25
60
25
60
25
TRABE T-
2#
2#
2#8 + 2#
2#
3#
D` D
E` E
F` F
25
25
25
60
60
60
ADICIONALES2 #
ADICIONALES2 #
ADICIONALES2 #
2#
2#8+2#
2#
3#
TRABE T-2 | ESC 1:50 TRABE T-1 | ESC 1:
ADICIONALES 2 #
ADICIONALES2 #
2 # ADICIONALES
E
E
E
0.80 2 #
2#8 2#
2#
2#
3#
2
1
G' G
H
I
I'
H'
25
60
25
60
25
60
2 # ADICIONALES
ADICIONALES2 #
ADICIONALES2 #
TRABE T-3 | ESC 1:
