camin debitmetru - armare
TRANSCRIPT
-
DN 800
+205.31
BORDARE GOL 1Scara 1:50
20 2
14 20 214
22 2
1422 214
DN 800
+205.36
BORDARE GOL 3Scara 1:50
20 2
14 20 214
21 214 21 2
14DN 500
23 2
14
24 214214 24
56
56
23 21456
BORDARE GOL 2Scara 1:50
+207.61
8
14/1
5
8 14/15 8 14/15 8 14/15
8 14/15 8 14/15
6 12/15 8 14/15
8
14/1
51
2/15
912/15 1013 12/1512/15 1315 10/1510/15 15
10 12/159
12/1
5
11 12/15
11 12/15
14 10/15
14 10/15 12 12/15
12 12/15
12 12/15
30 1.00 25 2.00 30 3.55 307.70
302.
0030
2.60
75
14
14
10 L
=163
cm
71012 12 L=710cm
71012 12 L=710cm
75
19
11
12 L
=168
cm
75
14 14
10 L
=163
cm
71012 12 L=710cm
71012 12 L=710cm75
19 11
12 L
=168
cm
125
19
19
249
10
12 L
=575
cm
125
249
9
12 L
=498
cm
125
19
19
249
10
12 L
=575
cm
125
249
9
12 L
=498
cm
B
B
SECTIUNE C - CScara 1:50
8 14 /15
A A
8
[mm] [m]
[kg][m]
Lista armare cu fasonari
Buc. Unit.Lung.
Bare cotate(fara scara)
TotalLung.
GreutPoz.
1 51 14 6.44 328.44
2 51 14 5.06 258.06
3 34 14 3.14 106.76
4 34 14 2.48 84.32
5 17 14 2.73 46.41
6 17 12 3.99 67.83
7 34 10 7.98 271.32
8 306 14 4.21 1288.26
9 54 12 4.98 268.92
10 54 12 5.75 310.50
11 54 12 1.68 90.72
12 108 12 7.10 766.80
13 54 12 2.00 108.00
14 20 10 1.63 32.60
15 20 10 2.00 40.00
16 141 8 1.09 153.69 60.71
17 56 10 2.68 150.08
18 34 10 4.23 143.82
19 2 12 3.04 6.08 5.40
20 8 14 2.07 16.56
21 4 14 2.30 9.20
22 4 14 2.11 8.44
23 4 14 1.70 6.80
24 4 14 2.11 8.44
Cal.Otel
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala OB37 + PC52 + PC60 (kg):
PC52 396.76
66.11 kg 4436.99 kg
0.00 kg 4503.10 kg
127
32
27
272
PC52 311.74127
252
PC52 128.97
126
32
24
132
PC52 101.86
126
122
PC52 56.06
126
22
PC52 60.23
10
182
17
PC52 167.408. 782
PC52 1556.2211
410
PC52 238.80125
249
PC52 275.72125
19
19
249
PC52 80.56
75
19
PC52 680.92710
PC52 95.90200
PC52 20.11
75
14
PC52 24.68200
OB3710
2222
22
10
PC52 92.608.252
PC52 88.748.407
OB37
10
d=68
.5
68
10
PC52 20.00207
PC52 11.11
76
154
109
109
PC52 10.20
144
67
101
101
PC52 8.21170
PC52 10.20
142
69.
100
100
PN(bar)NR. BUC.
LUNGIMEDIAMETRU(mm)(mm)COD OB. NUME MATERIAL CORP
2
2
2
10
10
10
800
500
500
1000
500
800
5
6
7
Stut cu o flansa siflansa de incastrareStut cu o flansa si
flansa de incastrare
Otel OL 45
LISTA PIESE TRECERE (Conform lista echipamente hidromecanice)
PAFS
PAFS
Piesa trecere PAFSIN
2 300 10 8 Stut protectie
cu flansa incastrata Otel OL 45100
10
12/1
5
9
12/1
5
8 14/15
10 12
13 12/1512/15 13
1
14/1
5
2 14/15
1 14/15
12/
1510
12/
159
2 14
1 141 14
2 14 2 14/15 7 10/15
7 10/15
13 1212 13
16 8/15
16 8/15
12 10
12
9
8/15 16
1
14
2 142 14/152 14
1030 1.00 25 2.00 30 3.55 3010
7.90
354.
144.
49
12 9
30 3.25 4.15
15 10/15
1.56
Placa prefabricatabeton armat
10/15 15
1
14
7 6
3.225
15
15
8.
782
126
24
1328. 782 1
26
24
132
32
122
126
32
122
126
10
182
17
126
22
5
14 L
=273
cm
5
14/1
5
4
14/1
51
4/15
3
14/
153
4
14/1
5
11
410
8
14 L
=421
cm
1141
08
14
L=4
21cm
10
2222
22
10
16
8 L=
109c
m
1111
410
410
8
14 L
=421
cm
6 12/15
14/15 8 8 14/15 14/15 8
14/
158
1
14/1
5
5
SECTIUNE A - AScara 1:50
123
8
14 L
=421
cm
7 10 L=798cm
7 10 L=798cm
6
12 L
=399
cm
4
14 L
=248
cm
3 14 L=314cm 3 14 L=314cm 4
14 L
=248
cm
CC
8
+204.71
+205.06
+209.20 +209.10
+209.40
+208.00
+205.36
12
12/1
5
12
12/1
5
12
12/1
5
12
12/1
5
16 8/15 8/15 16
6
7 10/151 14/15
2 14/15 7 10/15
2.80
1030 2.00 3010
272721 14 L=644cm
2522 14 L=506cm
32
127
127
354.
1420
4.69
11
410
8
14 L
=421
cm
11
410
8
14 L
=421
cm
11
410
8
14 L
=421
cm
11
410
8
14 L
=421
cm
40 605 1.595
8
14/1
5
8
14/1
5
SECTIUNE B - BScara 1:50
8
14/1
5
8
14/1
5
+205.71
+204.71
+205.06
+209.10
+209.40
+209.20
18 10/15
18 10/15
17
10/1
5
17
10/1
5
19 212
2.60
4.15
705
835
ARMARE PLACA PREFABRICATAScara 1:50
Clasa beton: C25/30Raport apa/ciment: 0.50Dimensiune maxima agregate: 22 mmTip ciment: CEM II/A-S RDozaj minim: 350kg/m3Clasa de consistenta: S3Aditivi obligatorii: SuperplastifiantiClasa de expunere conform NE 012-2007: XC4 (RO)Acoperire nominala cu beton - 4 cm
Reteta beton: C25/30-S3-CEM II/A-S R-0/22
BETON: C25/30OTEL: OB37; PC52
NOTA:- Piesele de trecere si alte piese inglobate se vor monta inainte de turnarea betonului si se va verifica pozitia lor in plansele de instalatii tehnologice si plansele de dispozitie generala - Se va urmari pe cat posibil turnarea continua a betonului. In caz contrar se vor efectua rosturi de turnare tratate corespunzator. - Se va acorda atentie deosebita la montarea corecta pe pozitie a barelor de armatura la intersectiileradier-perete si perete-perete, in conformitate cu desenele de detaliu.
h/l= 420 / 594 (0.25mp) Allplan 2008
DESEN DRAFT