Download - Powerhouse Concrete 2nd Stage - Chacayes
PLANTA ( 1 : 100 )
LATERAL DERECHA ( 1 : 100 )FRONTAL ( 1 : 100 ) POSTERIOR ( 1 : 100 ) LATERAL IZQUIERDA ( 1 : 100 )
ISOMETRIC0 1 ( 1 : 100 )ISOMETRICO 2 ( 1 : 100 )
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1
2
2
3
3
4
4
5
5
6
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7
7
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9
9
10
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11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Hormigón 2a Etapa - Unidad 1
C2S 01 rev B.2
Astaldi Fe Grande Cachapoal Ltda.
C. Delgado G. Novarino V. Mangora 19-05-2010
Designed by Checked by Approved by Date
1 / 8 Edition Sheet
Date
C C
D
D
V
V
W W
916,500
927,450
933,950
921,000
5,900
5,20
0
3,600
3,60
0
921,000
927,450
933,950
916,500
917,500
928,870
924,500
917,572
919,467
924,500
932,100933,000932,100
933,200
930,015
933,000
924,500
927,450
933,950
916,500
917,500
921,000
923,410
932,100
932,850
925,499
933,000
928,870
929,390
927,725
923,908
920,400
927,725
929,925
933,000
916,500
917,500
921,000
924,500
927,450
933,950
929,120928,870
933,200
933,200
932,750
929,263
933.950
927.450
930,065
929,865
C-C ( 1 : 100 ) D-D ( 1 : 100 )
ISOMETRICO 3 ( 1 : 100 ) ISOMETRICO 4 ( 1 : 100 )
V-V ( 1 : 100 ) W-W ( 1 : 100 )
ISOMETRICO 5 ( 1 : 100 ) ISOMETRICO 6 ( 1 : 100 )
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A A
B B
C C
D D
E E
F F
G G
H H
Hormigón 2a Etapa - Unidad 1
C2S 01 rev B.2
Astaldi Fe Grande Cachapoal Ltda.
C. Delgado G. Novarino V. Mangora 19-05-2010
Designed by Checked by Approved by Date
2 / 8 Edition Sheet
Date
916,500
921,000
927,450
933,950
930,065
928,050
928,870
927,450
927,850
926,170926,200
924,500
916,500
917,500
921,000
923,210
924,500
927,450
933,950
930,065
928,870
925,500
926,200
932,100
933,000
932,100
933,000
3,900
3,300
932,100
932,750
P-P ( 1 : 50 )
AA-AA ( 1 : 40 )
AB-AB ( 1 : 40 ) AC-AC ( 1 : 50 )
AD-AD ( 1 : 50 )
DB ( 1 : 50 )
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1
2
2
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6
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7
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8
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9
9
10
10
11
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12
12
A A
B B
C C
D D
E E
F F
G G
H H
Hormigón 2a Etapa - Unidad 1
C2S 01 rev B.2
Astaldi Fe Grande Cachapoal Ltda.
C. Delgado G. Novarino V. Mangora 19-05-2010
Designed by Checked by Approved by Date
3 / 8 Edition Sheet
Date
P P
AA
AA
AB
AB
AC
AC
AD
ADDB
n 3,900
1,00
0
0,65
00,
750
1,500°
3,096
3,900Ø
3,900Ø
3,900Ø
2,819
Piezometer ConectionsWinter Kennedy
Compensation Discharge Pipe
Compensation Discharge Pipe
Stay Ring Drainage Pipe
Shaft Seal Discharge Pipe
Piezometer ConectionsWinter Kennedy
Shaft Seal Discharge Pipe
Stay Ring Drainage Pipe
0,114Ø
0,042Ø
0,527
0,219Ø
4,45
0
924,500 924,500
923,210
922,710
924,500 924,500
923,210
922,710
Air Well Pipe
U-U ( 1 : 40 )
AE-AE ( 1 : 20 )
AF-AF ( 1 : 20 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
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12
12
A A
B B
C C
D D
E E
F F
G G
H H
Hormigón 2a Etapa - Unidad 1
C2S 01 rev B.2
Astaldi Fe Grande Cachapoal Ltda.
C. Delgado G. Novarino V. Mangora 19-05-2010
Designed by Checked by Approved by Date
4 / 8 Edition Sheet
Date
U U
AE AE
AF AF
927,450
927,450
n 3,9002,100
0,506
0,455
0,300
0,300
1,30
0
1,500
1,750
1,3500,378
0,37
8
1,95
0
2,35
0
0,500
2,607
2,60
7
0 ,570
0,200
0,200
1,200
0,250
0,300
0,400
0,50
0
2,25
0
0,400
3,6005,900
0,800
0,400
0,900
3,350
0,400
0,4000,
650
0,49
00,
490
0,49
00,
490
0,49
00,
490
0,25
00,
250
0,25
00,
450
0,25
0
0,350
0,250
0,30
0
0,30
0
0,30
0
0,30
0
0,30
00,
300
0,21
0
0,21
0
0,21
0
0,21
0
0,16
00,
110 0,30
00,
300
0,30
00,
300
0,30
0
0,21
0
0,21
0
0,21
0
0,21
0
0,250
0,200
0,2000,4000,4000,4000,4000,400
0,400 0,400 0,400 0,400
0,200
0,21
0
0,500
60,000°
3,68
7
4,45
0
0,40
0
0,65
00,
800
0,60
00,
450
0,45
0
0,75
00,
950
0,150
0,60
0
0,19
0
0,250
0,200
0,250
926,200
926,170
927,5001,500
1,33
0
0,9360,711
0,71
1
1,750
1,862
1,862
0,500 0,200
0,250
927,200
927,500
927,700
0,50
0
0,95
0
5,20
0
3,60
0
3,00
0
4,60
0
4,450
2,107
90,000°
1,158
1,15
8
0,750
930,015
930,065
929,865
926,170
j
926,200
j
933,950
927,450927,936
927,450
j
n 3,300
924,500
928,870
930,065
0,200
0,700
0,250
1,60
0
0,250
0,07
0
0,26
0
0,07
0
0,35
0
0,07
0
0,45
0
0,07
0
0,35
0
0,07
0
0,26
0
0,07
0
0,35
0
0,07
0
0,26
0
0,07
0
0,35
0
0,07
0
0,26
0
0,07
0
0,35
00,
210
0,2000,200
0,1100,070
0,700
6,25
0
0,300
0,60
0
0,500 0,500
0,800
0,300 0,300
0,450
0,64
0
n 0,100
n 0,200
0,80
0
0,290
0,950
0,250
0,350
AG-AG ( 1 : 40 )
AH ( 1 : 20 )
AJ-AJ ( 1 : 20 )
AK ( 1 : 20 )
AL-AL ( 1 : 20 ) AN-AN ( 1 : 20 ) AP-AP ( 1 : 20 )
AT ( 1 : 20 )
AU-AU ( 1 : 20 )AV-AV ( 1 : 20 )
AW ( 1 : 2 )
AY-AY ( 1 : 4 )
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1
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2
3
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4
4
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8
8
9
9
10
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11
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A A
B B
C C
D D
E E
F F
G G
H H
Hormigón 2a Etapa - Unidad 1
C2S 01 rev B.2
Astaldi Fe Grande Cachapoal Ltda.
C. Delgado G. Novarino V. Mangora 19-05-2010
Designed by Checked by Approved by Date
5 / 8 Edition Sheet
Date
AG AG
AH
AJ AJ
AK
AL AL
AN
AN
AP
AP
ATAU AU
AV AV
AW
AYAY
30,00 0°
60, 000 °
1,19
5
0,70
0
0,700
0,70
0
1,276
1,000
0,100
0,100
0,100
0,300
0,30
0
0,576
0,576
0,95
0
0,684
n 0,100
0,549
0,90
0
0,80
0
0,80
0
0,32
5
0,32
5
0,300 0,300
0,3000,3000,30
0
0,200
0,2000,3000,300
0,200
0,32
5
0,30
0
0,200
0,200
0,550
0,5500,250
0,250
0,250
0,250
0,200
0,67
0
0,52
0
2,100
2,950
2,150
3,050
0,506
0,455
0,30
0
0,588
0,553
0,30
0
0,1500,150
1,950
2,800
0,700
0,850
0,150
0,150
30,000 °
0,03
0
0,020
0,020
0,52
0
928,870
930,065
930,065
0,50
0
929,045
930,065
927,450
0,65
0
3,30
0
0,500
4,45
0
4,450
2,80
0
0,50
0
n 0,100
2,05
0
933,950
928,870
930,065
928,870
927,450
j
930,065
j
928,870
j
0,79
5
n 0,100 n 0,100
R2,400R1
,650
1,00
0
n 0,100
n 0,100
n 0,100 n 0,100
929,565
BA-BA ( 1 :40 )
BB-BB ( 1 :25 )BC-BC ( 1 :10 )
BD ( 1 :10 )BE-BE ( 1 :10 )
BF-BF ( 1 :25 )
BG-BG ( 1 :25 )
BJ-BJ ( 1 :20 )
BK-BK ( 1 :20 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
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12
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A A
B B
C C
D D
E E
F F
G G
H H
Hormigón 2a Etapa - Unidad 1
C2S 01 rev B.2
Astaldi Fe Grande Cachapoal Ltda.
C. Delgado G. Novarino V. Mangora 19-05-2010
Designed by Checked by Approved by Date
6 / 8 Edition Sheet
Date
BA BA
BB
BBBC
BC
BD
BE
BE
BF
BF
BG
BG
BJ
BJ
BK BK 15, 9
00°
0,27
3
0,250Ø
0,275
0,250
0,20
0
0,050
0,100Ø
0,975
0,250
0,14
00,05
0
n 0,1000,
200
930,065
929,865
90,000°
2,34
0
0,37
5
0,150Ø
90,000°
45,000°
0,57
9
0,67
5
1,486
0,350
0,200Ø
0,588
7 ,17
5°
0,106
0,200Ø
20, 0
00°
0,312
0,95
9
0,2500,150Ø
90,00
0°
930,065
928,870
930,065
928,870
0,275
0,77
0
930,065
928,870
927,450
930,065
928,870
930,065
928,870
0,52
0
4,45
0
0,50
0
2,05
0
2,80
0
2,276
2,127
1,475
3,183
2,227
1,551
2,151
45,0
00°
933,950
927,450
930,065
928,870
924,500
930,065
j
927,45
j
928,870
j
Brake Dust Exhaust
Brake-Lifting Exhaust
Oil Dust Exhaust LGB
Cooling Water LGB
Drain Generator Coolers
Block out forFire-Fighting Piping
Cooling Water LGB
Drain Generator Coolers
Block out forFire-Fighting Piping
Oil Dust Exhaust LGB
Brake-Lifting Exhaust
Brake Dust Exhaust
0,54
9
0,150
0,20
0
0,92
2
3,272
3,687
0,150
0,200
BL ( 1 : 75 )
BM ( 1 : 75 ) BN ( 1 : 75 ) BP ( 1 : 75 )
BR ( 1 : 75 ) BT ( 1 : 75 )BU ( 1 : 75 )
BV-BV ( 1 : 75 ) BW-BW ( 1 : 75 ) BY-BY ( 1 : 75 )
CA-CA ( 1 : 75 ) CB-CB ( 1 : 75 ) CC-CC ( 1 : 75 )
CD-CD ( 1 : 75 ) CE-CE ( 1 : 75 )CF-CF ( 1 : 75 )
CG-CG ( 1 : 75 )
CJ-CJ ( 1 : 75 )
CK-CK ( 1 : 75 )
CL-CL ( 1 : 75 )
CM-CM ( 1 : 75 )
CN-CN ( 1 : 75 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Hormigón 2a Etapa - Unidad 1
C2S 01 rev B.2
Astaldi Fe Grande Cachapoal Ltda.
C. Delgado G. Novarino V. Mangora 19-05-2010
Designed by Checked by Approved by Date
7 / 8 Edition Sheet
Date
BL BL
BM
BN
BPBR
BT
BU
BV
BV
BW
BW
BY
BY
CA
CA
CB
CB
CC
CC
CD CD
CE CE
CF CF
CGCGCJCJ
CK CK
CL CL
CM CM
CN CN
1,500
4,65
0
2,03
5
0,600
0,600
1,500
0,600
0,250
0,300
0,250
0,600
0,300
1,007
1,500
1,500
1,6861,050
1,350 0,150
1,050
1,350
0,150
0,150
2,37
5
2,07
5
0,500 1,0000,250
0,250
0,150
0,400 0,500
0,400
1,474
0,250
0,400
0,500
0,400
0,300
0,3000,300
0,250
3,13
51,
195
0,500
2,93
5
1,000 0,250
2,68
5
0,850
2,03
52,78
5
0,450
1,136
0,168
0,100
1,20
00,
945
0,75
0
1,681
1,681
0,886
0,329
1,0934,65
0
4,65
0
5,75
0
0,3570,207
0,357 0,207
5,30
0
0,100
0,300
1,693
1,486
0,300 1,693
1,093
0,536
1,893
0,086
0,293
1,111
1,168
5,30
0
5,55
0
5,55
0
2,56
5
0,150
2,02
5
4,65
0
1,85
0 1,25
0
1,10
0
0,450
0,95
0
1,86
0
1,86
0
1,86
02,
565
1,136
1,343 0,375
0,400
1,10
0
1,25
0
0,886
2,0502,128
0,500
2,151
1,893
1,475
0,500
0,500 0,500
0,5000,500
0,500
3,687
3,687
3,687
3,687
3,687
3,687
927,450
930,065
933,950
928,870
927,450
930,065
933,950
2,07
5
927,450
930,065
933,950
928,870
927,450
928,870
930,065
933,950
927,450
930,065
928,870
933,950
927,450
933,950
928,870
930,065
1,241
1,170
932,100
932,100
932,850
933,200
932,750
933,000
929,865
930,015
1,3431,343
1,093
1,168
0,293
1,693
0,536
0,375
0,207
1,605
0,200
0,250
CP ( 1 : 40 )CR-CR ( 1 : 20 )
CT-CT ( 1 : 20 )
CV-CV ( 1 : 20 )
CW-CW ( 1 : 20 )
CY-CY ( 1 : 20 )
DA-DA ( 1 : 20 )
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Hormigón 2a Etapa - Unidad 1
C2S 01 rev B.2
Astaldi Fe Grande Cachapoal Ltda.
C. Delgado G. Novarino V. Mangora 19-05-2010
Designed by Checked by Approved by Date
8 / 8 Edition Sheet
Date
CP CP
CR CR CT
CT
CV
CV
CWCW CY
CY
DA DA
5,20
0
5,900
3,450
2,150
1,849
1,969
3,45
0
4,95
2
n 1,200
2,25
0
0,400
1,050
0,400
6,45
0
3,3503,600
0,8005,900
6,45
0
5,10
0
5,10
0
0,400
0,400
0,500
0,500
0,400
1,200
5,9007,500
7,2007,200
3,90
04,
550
5,65
0
0,80
00,
800
0,800
0,90
20,
800
0,80
04,
550
5,65
0
0,80
0
3,200
0,900
0,150
0,80
0
0,200
0,310
0,200
0,310
0,200
0,200
0,310
0,200
0,310
0,800
0,450
0,450
0,500
4,95
2
0,150
0,45
0
0,30
0
0,500
0,225
3,90
0
1,15
0
n 1,200
0,80
0
0,30
0
0,400 0,500
0,60
0
0,400
5,225
933,950
j
0,310
0,400
0,30
0
0,200
0,20
0
0,30
0
0,400
0,20
0
0,310
0,400
0,30
0
0,200 0,200
0,400
0,60
0
0,4000,400
0,65
0
4,45
0
4,450
2,000
4,300
1,00
0
1,000
6,900
0,225
30,000°
0,310
0,3100,310
927,450
933,950
933,950
933,800
924,500
933,950
933,950
933,950
933,950
933,950
7,10
0
5,50
0
8,300
2,15
0
