Relleno

DISPOSICIÓN EN PLANTA DE LA ESTRUCTURA DE CIMENTACIÓN: LOSA MACIZA (e=0.75 m) ARRIOSTRADA POR VIGAS DE CIMENTACIÓN EN DOS DIRECCIONES. ESC:1/75
1
2
4
0.85
5
7.38
6
8.30
7
8.30
8
8.30
8.30
↑
8.30
9
11
7.38
12
0.85
60.25
4
1
7.70
VC - MC
(0.40 x 1.35 m)
-
-
4.
60m
05/10
14/10
3: 20ww In en
e
z0an
.
1
3
6
h
VC - A
0 80m
(0.40
x 1.35
06110
161.
Toma
=
.
20 a
24/10
06/10
4.
20 an
+
VC - MC
20/10
(0.40
x 1.35 m)
24/10
PL-6 (e=0.30 m)
C-MC
(0.30 X 0.40 m)
2
-
+
40
VC - MC
.
3
20 a
(0.40 x 1.35 m)
+
21/105+15 an 30/10
0
14 /10
e1 110
.
somaba
4.
+
35al
e
7 Loan
:
20 an
+
:
14109
20
n
1
E
21109
Eumi
C3'
(0.60 x 0.60 m)
12/10
I
!en
19 110
E
26110
deen
C3'
(0.60 x 0.60 m)
4
.
C1'
(0.60 x 0.90 m)
VC - A
03110
20 am
6 1818
26 /10
5
-
x 1.356m)19/1020an 723/10 2008 26/10
zow
12/10(0.40
aMe en
.
1. , 2 Y 3
3
VC 15
- MC
M
anx 1.35 m)
4 25cm
:
15 (0.40
5
5- 200
601M
05/10
12/10
26/09
:
C-MC
(0.30 x 0.40 m)
23/10
20a 8 10 an 26/10
,
.
VC - MC
(0.40 x 1.35 m)
155 an
-
. 600
12 Y
20 am
2611015 an
5
-
20
6
118
17
&
C-MC'
(0.40 X 0.40 m)
C-MC'
(0.30 x 0.40 m)
zzounaen
1 15cm
VC - asc
(0.30 x 1.35 m)
+200
VC - 11
(0.60 x 1.35 m)
VC - 12
(0.40 x 1.35 m)
VC - 12
(0.40 x 1.35 m)
ESCALERA
PRESURIZADA
VC - D
(0.40 x 1.35 m)
D
18/09
25109
420a
16/10
5
27/10
↑
:
-
3 25
-
C3'
(0.60 x 0.60 m)
4
E
->
:
:
Zown
15cm
2 20cm
m
:
20
16/09
19109
2Seen e
C3'
(0.60 x 0.60 m)
100C
-
si
E
100 al
4.10
C3'
(0.60 x 0.60 m)
1
5.38
3
8.30
4
8.30
5
~
C1'
(0.60 x 0.90 m)
VC - A
4.+ 20 an 16/10
-
-
5
200
(0.40 x 1.35 m)
27/10
100C
1 , 2'Y 3 602 26
:
4
109
↳20cha
VC - MC
(0.40 x 1.35 m)
e
:
+
C1'
(0.60 x 0.90 m)
VC - A
18/10
20an
4
20 a
5
:
28/10 (0.40 x 1.35 m)
1
e 110
28/10
MC
Youn (0.40VCx-1.35
m)
.
2
15 CM
20109
20 CM
27109
3 25
.
am
30/09
PL-6 (e=0.30 m)
C-MC'
(0.30 x 0.40 m)
8.30
6
C-MC'
(0.30 x 0.40 m)
C-MC'
(0.30 x 0.40 m)
8.30
7
C
3.55
i
VC - A
(0.40 x 1.35 m)
VC - MC
(0.40 x 1.35 m)
C1'
(0.60 x 0.90 m)
PL-6 (e=0.30 m)
C-MC'
(0.40 X 0.40 m)
C-MC'
(0.30 x 0.40 m)
A
VC - MC
(0.40 x 1.35 m)
C-MC'
(0.30 x 0.40 m)
1
2.85
3
PL-10
(e=0.30 m)
VC - D
(0.40 x 1.35 m)
(0.40 x 1.35 m) 30/10
161105+20m
10.80
30.70
VC - 10
(0.60 x 1.35 m)
VC - 9
(0.60 x 1.35 m)
PL-9
(e=0.30 m y
e=0.40 m)
VC - asc
(0.30 x 1.35 m)
:
PL-6 (e=0.30 m)
C-MC'
(0.30 x 0.40 m)
VC - asc
(0.30 x 1.35 m)
VC - D
MALLA DE Ø3/4" @ 0.20
201m
25cm
3
e
n
VC - A
.
8
PL-8
(e=0.30 m y
e=0.40 m)
VC - E'
(0.30 x 1.35 m)
VC - E'
(0.30 x 1.35 m)
ASCENSOR
4.
REFUERZO16109
SUPERIOR:
15(m
:
.
2
C1'
(0.60 xs0.90 m)
x 1.35
m) 7
coan
6 17/10
4 03/10 20an 5 11/1020a (0.40
7 23/10
1
E
110
26/10
20
VC - D"
(0.30 x 1.35 m)
C1
(0.60 x 0.90 m)
e
25/09
VC - asc
(0.30 x 1.35 m)
PL-7 (e=0.40 m)
-
18/09
20cm
E
0611P
ASCENSOR
C5
(SECC. VAR.)
VC - D
(0.40
x 1.35 m) 27/10
17/105'2004
I
16/09
15cm
2
.
! en
25 cm
.
60 un
REFUERZO SUPERIOR:
al
100
MALLA
DE Ø3/4" @ 0.20
E
PL-7 (e=0.40 m)
VC - asc
(0.30 x 1.35 m)
VC - 9
(0.60 x 1.35 m)
vegas
.
~Con lae
VC - asc
(0.30 x 1.35 m)
C5
(SECC. VAR.)
C2
(0.60 x 1.50 m)
4
19/09
22/09
1
VC - 12
(0.40 x 1.35 m)
un
te
251m 23/00
3
VC - E
(0.40
x 1.35 m)
23/18
-
VC - 10
(0.60 x 1.35 m)
VC - 8
(0.60 x 1.35 m)
/10
an!
20 am
5m
4.10
5 +20 an
VC - asc
(0.30 x 1.35 m)
28en e
27
+
E
23/108 ioan 26/10
18/10
+ 200
4.
20 m 20Se en
5
i
(0.40 x 1.35
m)17/10
20a
11/102006
m)
15109
15 cm
4- +20
171 18
C2
(0.60 x 1.50 m)
:
5
20an
VC - 9
(0.60 x 1.35 m)
VC - 7
(0.60 x 1.35 m)
:
29/09
un
.
2
3
=
PL-6 (e=0.30 m)
C-MC
(0.30 x 0.40 m)
13/04
14/09
25cm
VC - D
REFUERZO INFERIOR:
MALLA DE Ø3/4" @ 0.20
PL-6 (e=0.30 m)
C-MC
(0.30 X 0.40 m)
Im
20 im
C1
(0.60 x 0.90 m)
VC - A
(0.40 x
1.35 m)
an
+
15 <m
20cm
.
i
teamienteesc cow a
m)
VC - 5
(0.60 x 1.35 m)
i
.
.
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e
i
3
-
E
619/10724110826/0402110
%
15
2
·
E
+
VC - D
(0.40
x 1.35 m)
5 13110coun
.
&
w
C7
((1.20 x 1.35 m)
155d
:
2
.
PL-7 (e=0.40 m)
C3
(0.60 x 0.60 m)
au
261 10
S: E 23 Die
VC - 12
(0.40 x 1.35 m)
20 un
.
23/10
15 un
115cmlae
*
PL-10
(e=0.40 m)
VC - 10
(0.60 x 1.35 m)
2
h=0
MY
zoun
E
PL-10
(e=0.40 m)
hasta
1
-
C2
(0.60 x 1.50 m)
404110
2011071200241108 % an26/10
:
⑧
(0.40
x 1.35
5 zoun
24/10
18/10
3.55
F
VC - 10
(0.60 x 1.35 m)
.
7
200m
5
VC - Fb
(0.40 x 1.35 m)
C1
(0.60 x 0.90 m)
VC - E
4
-
100m
log,
VC - 12
(0.40 x 1.35 m)
VC - A
(0.40 x 1.35 m)
VC - D
(0.40
x 1.35
m)
+ 200
141106
320a
N
C4
(Φ1.200 m)
VC - 3a
(1.200 x 1.20 m)
VC - 1
(0.40 x 1.35 m)
A
te
14110
-
o
REFUERZO INFERIOR:
MALLA DE Ø3/4" @ 0.20
VC - 5
(0.60 x 1.35 m)
2.15
26/10
VC - E
(0.40
x 1.35
m)
200
5 2311020a
23
20an
PL-7 (e=0.40 m)
1
29/09
-
I
un
Hote
100 al
1
Danide
-
1 55 am
05110
4
.
25 am
LOSA MA
CIZA DE
CIM
am
(e=0.60 021 ENTACIÓN
m)
<M
20
PL-10
(e=0.40 m)
VC - 3a
(1.200 x 1.20 m)
B
10
C2
(0.60 x 1.50 m)
Coan
C1
(0.60 x 0.90 m)
-
se
:
1
24/10
un
*
C3
(0.60 x 0.60 m)
-
VC - 1
(0.40 x 1.35 m)
1.40
.
20cm
:
3
20109
25
2
VC - 10
(0.60 x 1.35 m)
Somos
e
1I
2en e
.
PL-7 (e=0.40 m)
e
MV
C3
(0.60 x 0.60 m)
C
28109
8
VC - 5
(0.60 x 1.35 m)
VC - 3a
(1.200 x 1.20 m)
243
6
E
2.95
Euroen e
e
,
3:Sam zu
i
C5
(SECC. VAR.)
.
2
Lastan
e
15.95
ham alno
en e
2
20 <m
3.
(0.60 x 1.50 m)
14109
22109
15 <m
.
2
VC - asc
(0.30 x 1.35 m)
1
1.00
4.10
cm
:
5
PL-5 (e=0.40 m)
VC - D
(0.40 x 1.35 m)
4.13
VC - 4b
(0.60 x 1.35 m)
VC - asc
(0.30 x 1.35 m)
24302110
E
1
⑪
19/09
24/10
I
PL-7 (e=0.40 m)
-
en
coun
18
↳20n
=
05 e
20 des
.
.
220m2 en
E
28109
e
e
M
IC8'
:
&
22109
im
5
VC - E
04/10
.
27/09
325
-
-
20
18/09
To
C8'
(0.60 xint
1.50 m)
(0.4021/10826/10
x 1.35 m)
02/10 505/106161107
4
13/09
Is am
.
2
E
20cm
VC - 4b
(0.60 x 1.35 m)
VC - 3b
(0.40 x 1.35 m)
VC - D
(0.40 x 1.35 m)
D
ASCENSOR
VC - asc
(0.30 x 1.35 m)
1 :
cm2310
15
PL-4
(e=0.30 m y
e=0.40 m)
VC - 4a
(1.200 x 1.20 m)
ESCALERA
PRESURIZADA
VC - asc
(0.30 x 1.35 m)
VC - D"
(0.30 x 1.35 m)
VC - 4a
((1.20 x 1.35 m)
VC - 1
(0.40 x 1.35 m)
3
VC - D'
(0.30 x 1.35 m)
VC - asc
(0.30 x 1.35 m)
VC - D'
(0.30 x 1.35 m)
VC - 3b
(0.40 x 1.35 m)
VC - D'
(0.30 x 1.35 m)
1
15/09
20cm
I
VC - 9
(0.60 x 1.35 m)
1
I
ASCENSOR
10.80
-
e
.
4
-
PL-7 (e=0.40 m)
-
C5
(SECC. VAR.)
4
VC - 6
(0.60 x 1.35 m)
VC - E
x 1.35 m)
7.21/10826110
24110826110403/10512/10619110 (0.40
&
=
/10
:
0
VC - 6
(0.60 x 1.35 m)
VC - asc
(0.30 x 1.35 m)
26
vieC8
(0.60 x 1.50 m)
VC - 5
(0.60 x 1.35 m)
VC - asc
(0.30 x 1.35 m)
i
PL-7 (e=0.40 m)
VC - 4b
(0.60 x 1.35 m)
VC - asc
(0.30 x 1.35 m)
VC - 3b
(0.40 x 1.35 m)
VC - 1
(0.40 x 1.35 m)
VC - 1'
(0.30 x 1.35 m)
PL-2
(e=0.30 m y
e=0.40 m)
izo
E
C8
(0.60 x 1.50 m)
C1
(0.60 x 0.90 m)
6.85
E
REFUERZO INFERIOR:
MALLA DE Ø3/4" @ 0.20
⑱
2
. 28an
3
19/09
15cm
VC - 9
(0.60 x 1.35 m)
VC - E
(0.40 x 1.356 m)
514/020m
from 201107 trom
404110 200
VC - 5
(0.60 x 1.35 m)
De este
1
E
i en
21 118
i5 <m
15cm
.
G
1
VC - 9
(0.60 x 1.35 m)
:
-
.
1
VC - 9
(0.60 x 1.35 m)
!
5
↳
an
REFUERZO SUPERIOR:
MALLA DE Ø3/4" @ 0.20
VC - 8
(0.60 x 1.35 m)
PL-3 (e=0.40 m)
VC - E
(0.40 x 1.35 m)
14/09
20
*
19
20c
02110
20
I
·
-
-
27/09
25cm
.
VC - 8
(0.60 x 1.35 m)
<m
some 2 en e
3 25 m
en e
⑤5un e
3
VC - G
(0.60 x 1.35 m)
VC - 8
(0.60 x 1.35 m)
:
04/10
28De e
4 20
am islot
I
E
C6
(0.60 x 0.90 m)
VC - G
(0.60 x 1.35 m)
VC - 8
(0.60 x 1.35 m)
2
20cm
19109
VC - 7
(0.60 x 1.35 m)
. 15
1
1
14/09
20cm
.
VC - 6
(0.60 x 1.35 m)
MONTACARGAS
VC - E
(0.40 x 1.35 m)
E
:
VC - Fa
(0.70 x 1.35 m)
04/10
NY
2
VC - 6
(0.60 x 1.35 m)
4.45
c
08
VC - 6
(0.60 x 1.35 m)
hasta
VC - 4b
(0.60 x 1.35 m)
60am
VC - 1
(0.40 x 1.35 m)
4.10
-
TANQUE
CISTERNA 2
15cm
1
VC - G
(0.60 x 1.35 m)
VC - 7
(0.60 x 1.35 m)
VC - Fa
(0.70 x 1.35 m)
1
-
3.825
F
1.00
29/09
VC - 5
(0.60 x 1.35 m)
7.90
VC - 4b
(0.60 x 1.35 m)
VC - 2
(0.90 x 1.35 m)
3.55
.
C6
(0.60 x 0.90 m)
C6
(0.60 x 0.90 m)
PL-1 (e=0.30 m)
VC - G
(0.60 x 1.35 m)
18109
15< m
2 y 3 : 45cm
VC - 4'
(0.30 x 1.35 m)
.
1
TANQUE
CISTERNA 1
C6
(0.60 x 0.90 m)
PL-1 (e=0.30 m)
VC - G
(0.60 x 1.35 m)
VC - 7
(0.60 x 1.35 m)
VC - G
(0.60 x 1.35 m)
2
C6
(0.60 x 0.90 m)
PL-1 (e=0.30 m)
VC - 7
(0.60 x 1.35 m)
PL-1 (e=0.30 m)
VC - G
(0.60 x 1.35 m)
G
C6
(0.60 x 0.90 m)
VC - 7
(0.60 x 1.35 m)
C6
(0.60 x 0.90 m)
VC - 6
(0.60 x 1.35 m)
6.78
C6
(0.60 x 0.90 m)
8.30
8
5.38
9
2.85
10
12