5.1. Armare Stalp Central 2 A1
1
287 365 375 375 365 395 375 365 375 287 30 30 365 405 365 365 375 375 375 365 21Ø8/10 1 1 6Ø8/10 4Ø22 BST500S L=4.05m 8 8Ø20 BST500S L=3.95m 4 4Ø22 BST500S L=3.75m 4Ø22 BST500S L=3.75m 4Ø22 BST500S L=3.75m 4Ø22 BST500S L=3.75m 4Ø22 BST500S L=3.75m 7 7 7 7 7 8Ø20 BST500S L=3.65m 2 8Ø20 BST500S L=3.65m 8Ø20 BST500S L=3.65m 8Ø20 BST500S L=3.65m 8Ø20 BST500S L=3.65m 8Ø20 BST500S L=3.65m 8Ø20 BST500S L=3.65m 4Ø22 BST500S L=3.75m 7 2 2 2 2 2 2 8Ø20 BST500S L=3.75m 4Ø22 BST500S L=3.75m 5 6 3 4 4 5 6 6 7 7 9 9 10 10 8 8 3 5 1 2 1 2 375 365 3 10ø8/15 1 3ø8/20 1 10ø8/15 1 3ø8/20 1 3ø8/20 1 10ø8/15 3 3ø8/20 1 3ø8/20 3 5ø8/15 1 5ø8/15 1 5ø8/15 3 5ø8/15 3 5ø8/15 3 5ø8/15 1 5ø8/15 1 5ø8/15 3 3ø8/20 3 9ø8/15 3 10ø8/15 3 10ø8/15 3 10ø8/15 3 3ø8/20 3 10ø8/15 3 3ø8/20 3 10ø8/15 1 3ø8/20 4Ø22 BST500S L=3.75m 7 8Ø20 BST500S L=3.65m 2 4Ø22 BST500S L=3.75m 7 75 85 85 75 75 75 75 75 75 75 85 85 85 85 85 85 70 85 70 49 16 70 85 70 49 16 70 85 70 65 70 85 70 49 16 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 ±0.00 +3.20 +6.10 +9.00 +11.90 +14.80 +17.70 +20.60 +23.50 +26.40 2.25 65 1.10 75 70 49 16 70 85 70 49 16 70 85 70 49 16 70 85 70 49 16 70 85 70 49 16 75 2.90 3.20 -2.90 85 63 63 63 63 26 63 63 26 63 11 11 11 11 11 11 63 26 26 Etr.Ø8/20 Etr.Ø8/20 Etr.Ø8/20 1 3 3 8Ø20 5 63 63 63 63 26 63 63 26 63 11 11 11 11 11 11 63 26 26 1 Etr.Ø8/20 Etr.Ø8/20 3 3 Etr.Ø8/20 8Ø20 2 Sectiunea 9-9 Scara 1:25 7 Sectiunea 10-10 Scara 1:25 Sectiunea 8-8 Scara 1:25 63 63 63 63 26 63 63 26 63 11 11 11 11 11 11 63 26 26 Etr.Ø8/20 3 Sectiunea 7-7 Scara 1:25 63 63 63 63 26 63 63 26 63 11 11 11 11 11 11 63 26 26 7 Etr.Ø8/20 Etr.Ø8/20 Etr.Ø8/20 1 3 3 4Ø22 6 4Ø22 8Ø20 2 Sectiunea 6-6 Scara 1:25 63 63 63 11 11 63 63 26 63 11 11 26 63 26 63 11 11 26 Etr.Ø8/20 7 Etr.Ø8/20 Etr.Ø8/20 1 3 3 8Ø20 2 63 63 63 63 26 63 63 26 63 11 11 11 11 11 11 63 26 26 7 Etr.Ø8/20 Etr.Ø8/20 Etr.Ø8/20 1 3 3 Sectiunea 5-5 Scara 1:25 63 63 63 63 26 63 63 26 63 11 11 11 11 11 11 63 26 26 Sectiunea 4-4 Scara 1:25 Etr.Ø8/20 3 Etr.Ø8/20 1 8Ø20 2 Etr.Ø8/20 3 7 8Ø20 2 63 63 63 63 11 11 63 26 63 11 11 26 63 26 63 26 11 11 7 Etr.Ø8/20 Etr.Ø8/20 Etr.Ø8/20 1 3 3 Sectiunea 3-3 Scara 1:25 8Ø20 2 63 63 11 11 63 63 63 26 63 11 11 26 63 26 63 11 11 26 8Ø20 4 Etr.Ø8/20 Etr.Ø8/20 Etr.Ø8/20 1 3 3 Sectiunea 2-2 Scara 1:25 Sectiunea 1-1 Scara 1:25 8Ø20 1 3 3 4Ø22 4Ø22 4Ø22 4Ø22 4Ø22 4Ø22 8 4Ø22 63 63 63 11 11 63 63 26 63 11 11 26 63 26 63 11 11 26 1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m 1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m 1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m 1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m 1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m 1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m 1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m 1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 1 ø8/15 BST500 L=2.74m 3 ø8/15 BST500 L=2.00m 3 ø8/15 BST500 L=2.00m 2 7 Etr.Ø8/10 Etr.Ø8/10 1 Ø8/10 BST500 L=2.74m Etr.Ø8/10 3 Ø8/10 BST500 L=2.00m 3 Ø8/10 BST500 L=2.00m Etr.Ø8/20 3 Etr.Ø8/20 1 7 4Ø22 8Ø20 2 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 [kg] [m] Bare cotate (fara scara) 506.90 [mm] [m] ø Buc. Poz. 1 185 8 2.74 Lista cu forme fasonate Greutate Lungime unitara Lungime totala 200.23 233.60 2 64 20 3.65 576.06 740.00 3 370 8 2.00 292.30 31.60 4 8 20 3.95 77.93 25.36 5 8 20 3.17 62.54 12.68 6 4 22 3.17 37.84 120.00 7 32 22 3.75 358.08 16.20 8 4 22 4.05 48.34 Greutate totala OB37 (kg): Greutate totala PC60 (kg): Greutate totala PC52 (kg): Greutate totala (kg): Greutate totala BST500S (kg): BST500S Calitate otel 1653.32 kg 0.00 kg 0.00 kg 0.00 kg 1653.32 kg 11 63 63 63 11 BST500S 365 BST500S 11 63 26 63 11 BST500S 395 BST500S 287 30 BST500S 287 30 BST500S 375 BST500S 405 Clasa de consistenta T3 Stratul de acoperire: Placa 25mm Grinzi 30mm Stalp 35mm Zona seismica ag= 0.1g, Tc=0.7s Clasa de importanta III Agregat max. 16mm, A/C= 0.47 Otel: BST500 Ciment CEM II A-S 32.5r Beton: Placa C25/30 Grinzi C25/30 Stalpi C25/30 Faza determinanta inainte de turnarea betonului Nota: Plansa se citeste impreuna cu : Plan armare planseu etaj curent, Plan cofraj planseu etaj curent, Plan cofraj si armare grinzi. Armare stalp central 70x 70 cm Scara 1:50 Universitatea Tehnica Cluj-Napoca Facultatea de Constructii Sectia CCIA PROIECT DE DIPLOMA Cladire de locuinte S+P+8E Proiectat Desenat Verificat Urcan Ioana Maria Urcan Ioana Maria Sef lucrari dr. ing. Munteanu Constantin Semn. Scara 1:50 Data 05.07.2013 ARMARE STALP CENTRAL Nr. Plansa
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5.1. Armare Stalp Central 2 A1
Transcript of 5.1. Armare Stalp Central 2 A1
[kg][m]
Bare cotate(fara scara)
506.90
[mm] [m]
øBuc.Poz.
1 185 8 2.74
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
200.23
233.60 2 64 20 3.65 576.06
740.00 3 370 8 2.00 292.30
31.60 4 8 20 3.95 77.93
25.36 5 8 20 3.17 62.54
12.68 6 4 22 3.17 37.84
120.00 7 32 22 3.75 358.08
16.20 8 4 22 4.05 48.34
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
1653.32 kg
0.00 kg 0.00 kg 0.00 kg
1653.32 kg
1163
63
63
11
BST500S 365
BST500S
11
6326
63 11BST500S 395
BST500S
287
30
BST500S
287
30
BST500S 375BST500S 405
287
365
375
375
365
395
375
365
375
287
3030
365
405
365
365
375
375
375
365
21Ø8
/10
11
6Ø8/
10
4Ø22
BST
500S
L=4
.05m
88Ø20
BST
500S
L=3
.95m
4
4Ø22
BST
500S
L=3
.75m
4Ø22
BST
500S
L=3
.75m
4Ø22
BST
500S
L=3
.75m
4Ø22
BST
500S
L=3
.75m
4Ø22
BST
500S
L=3
.75m
77
7
7
7
8Ø20
BST
500S
L=3
.65m
2
8Ø20
BST
500S
L=3
.65m
8Ø20
BST
500S
L=3
.65m
8Ø20
BST
500S
L=3
.65m
8Ø20
BST
500S
L=3
.65m
8Ø20
BST
500S
L=3
.65m
8Ø20
BST
500S
L=3
.65m
4Ø22
BST
500S
L=3
.75m
7
2
22
22
28Ø
20 B
ST50
0S L
=3.7
5m
4Ø22
BST
500S
L=3
.75m
5
6
3
4 4
5
6 6
7 7
9 9
10 10
8 8
3
5
1
2
1
2
375
365
310
ø8/1
51
3ø8/
201
10ø8
/15
13ø
8/20
13ø
8/20
110
ø8/1
53
3ø8/
201
3ø8/
203
5ø8/
151
5ø8/
151
5ø8/
153
5ø8/
153
5ø8/
153
5ø8/
151
5ø8/
151
5ø8/
153
3ø8/
203
9ø8/
153
10ø8
/15
310
ø8/1
53
10ø8
/15
33ø
8/20
310
ø8/1
53
3ø8/
203
10ø8
/15
13ø
8/20
4Ø22
BST
500S
L=3
.75m
78Ø20
BST
500S
L=3
.65m
2
4Ø22
BST
500S
L=3
.75m
7
75
8585
7575
75
75
7575
75
8585
85
85
8585
7085
7049
1670
8570
4916
7085
7065
7085
7049
16
2.90
2.90
2.90
2.90
2.90
2.90
2.90
2.90
±0.00
+3.20
+6.10
+9.00
+11.90
+14.80
+17.70
+20.60
+23.50
+26.40
2.25
651.
1075
7049
1670
8570
4916
7085
7049
1670
8570
4916
7085
7049
16
75
2.90
3.20
-2.90
85
63
63
63
63
26
63
63
26
63
11
11
11 11
11
11
63 26
26
Etr.Ø8/20
Etr.Ø8/20
Etr.Ø8/201
3
3
8Ø205
63
63
63
63
26
63
63
26
63
11
11
11 11
11
11
63
26
26
1
Etr.Ø8/20
Etr.Ø8/20
3
3
Etr.Ø8/20
8Ø202
Sectiunea 9-9Scara 1:25 7
Sectiunea 10-10Scara 1:25
Sectiunea 8-8Scara 1:25
63
63
63
63
26
63
63
26
63
11
11
11 11
11
11
63
26
26
Etr.Ø8/203
Sectiunea 7-7Scara 1:25 63
63
63
63
26
63
63
26
63
11
11
11 11
11
11
63
26
26
7
Etr.Ø8/20
Etr.Ø8/20
Etr.Ø8/201
3
3
4Ø226
4Ø22
8Ø202
Sectiunea 6-6
Scara 1:2563
63
63
11
11
63
63
26
63
11
11
26
63
26
63
11 1126
Etr.Ø8/20
7
Etr.Ø8/20
Etr.Ø8/201
3
3
8Ø202
63
63
63
63
26
63
63
26
63
11
11
11 11
11
11
63
26
26
7
Etr.Ø8/20
Etr.Ø8/20
Etr.Ø8/201
3
3
Sectiunea 5-5Scara 1:25
63
63
63
63
26
63
63
26
63
11
11
11 11
11
11
63
26
26
Sectiunea 4-4Scara 1:25
Etr.Ø8/203
Etr.Ø8/201
8Ø202
Etr.Ø8/203
7
8Ø202
63
63
63
63
11
11
63
26
63
11
11
26
63
26
63
2611 11
7
Etr.Ø8/20
Etr.Ø8/20
Etr.Ø8/201
3
3
Sectiunea 3-3Scara 1:25
8Ø202
63
63
11
11
63
63
63
26
63
11
11
26
63
26
63
11 1126
8Ø204
Etr.Ø8/20
Etr.Ø8/20
Etr.Ø8/201
3
3
Sectiunea 2-2Scara 1:25
Sectiunea 1-1
Scara 1:25
8Ø20
1
3
3
4Ø22
4Ø22
4Ø22
4Ø22
4Ø22
4Ø228
4Ø22
63
63
63
11
11
63
63
26
63
11
11
26
63
26
63
11 1126
1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m
1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m
1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m
1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m3 ø8/20 BST500 L=2.00m
1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m
1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m 3 ø8/20 BST500 L=2.00m
1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m3 ø8/20 BST500 L=2.00m
3 ø8/20 BST500 L=2.00m1 ø8/20 BST500 L=2.74m 3 ø8/20 BST500 L=2.00m
1 ø8/15 BST500 L=2.74m 3 ø8/15 BST500 L=2.00m 3 ø8/15 BST500 L=2.00m
2
7
Etr.Ø8/10
Etr.Ø8/10
1 Ø8/10 BST500 L=2.74m
Etr.Ø8/10
3 Ø8/10 BST500 L=2.00m3 Ø8/10 BST500 L=2.00m
Etr.Ø8/203
Etr.Ø8/201
7 4Ø22
8Ø202
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
[kg][m]
Bare cotate(fara scara)
506.90
[mm] [m]
øBuc.Poz.
1 185 8 2.74
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
200.23
233.60 2 64 20 3.65 576.06
740.00 3 370 8 2.00 292.30
31.60 4 8 20 3.95 77.93
25.36 5 8 20 3.17 62.54
12.68 6 4 22 3.17 37.84
120.00 7 32 22 3.75 358.08
16.20 8 4 22 4.05 48.34
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
1653.32 kg
0.00 kg 0.00 kg 0.00 kg
1653.32 kg
11
63
63
63
11
BST500S 365
BST500S
11
63
26
63
11
BST500S 395
BST500S
287
30
BST500S
287
30
BST500S 375
BST500S 405
[kg][m]
Bare cotate(fara scara)
506.90
[mm] [m]
øBuc.Poz.
1 185 8 2.74
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
200.23
233.60 2 64 20 3.65 576.06
740.00 3 370 8 2.00 292.30
31.60 4 8 20 3.95 77.93
25.36 5 8 20 3.17 62.54
12.68 6 4 22 3.17 37.84
120.00 7 32 22 3.75 358.08
16.20 8 4 22 4.05 48.34
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
1653.32 kg
0.00 kg 0.00 kg 0.00 kg
1653.32 kg
11
63
63
63
11
BST500S 365
BST500S
11
63
26
63
11
BST500S 395
BST500S
287
30
BST500S
287
30
BST500S 375
BST500S 405
[kg][m]
Bare cotate(fara scara)
506.90
[mm] [m]
øBuc.Poz.
1 185 8 2.74
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
200.23
233.60 2 64 20 3.65 576.06
740.00 3 370 8 2.00 292.30
31.60 4 8 20 3.95 77.93
25.36 5 8 20 3.17 62.54
12.68 6 4 22 3.17 37.84
120.00 7 32 22 3.75 358.08
16.20 8 4 22 4.05 48.34
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
1653.32 kg
0.00 kg 0.00 kg 0.00 kg
1653.32 kg
11
63
63
63
11
BST500S 365
BST500S
11
63
26
63
11
BST500S 395
BST500S
287
30
BST500S
287
30
BST500S 375
BST500S 405
Clasa de consistenta T3Stratul de acoperire: Placa 25mm Grinzi 30mm Stalp 35mm
Zona seismica ag= 0.1g, Tc=0.7sClasa de importanta III
Agregat max. 16mm, A/C= 0.47
Otel: BST500Ciment CEM II A-S 32.5r
Beton: Placa C25/30 Grinzi C25/30 Stalpi C25/30
[kg][m]
Bare cotate(fara scara)
506.90
[mm] [m]
øBuc.Poz.
1 185 8 2.74
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
200.23
233.60 2 64 20 3.65 576.06
740.00 3 370 8 2.00 292.30
31.60 4 8 20 3.95 77.93
25.36 5 8 20 3.17 62.54
12.68 6 4 22 3.17 37.84
120.00 7 32 22 3.75 358.08
16.20 8 4 22 4.05 48.34
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
1653.32 kg
0.00 kg 0.00 kg 0.00 kg
1653.32 kg
11
63
63
63
11
BST500S 365
BST500S
11
63
26
63
11
BST500S 395
BST500S
287
30
BST500S
287
30
BST500S 375
BST500S 405
Faza determinanta inainte de turnarea betonului
[kg][m]
Bare cotate(fara scara)
506.90
[mm] [m]
øBuc.Poz.
1 185 8 2.74
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
200.23
233.60 2 64 20 3.65 576.06
740.00 3 370 8 2.00 292.30
31.60 4 8 20 3.95 77.93
25.36 5 8 20 3.17 62.54
12.68 6 4 22 3.17 37.84
120.00 7 32 22 3.75 358.08
16.20 8 4 22 4.05 48.34
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
1653.32 kg
0.00 kg 0.00 kg 0.00 kg
1653.32 kg
11
63
63
63
11
BST500S 365
BST500S
11
63
26
63
11
BST500S 395
BST500S
287
30
BST500S
287
30
BST500S 375
BST500S 405
Nota: Plansa se citeste impreuna cu : Plan armare planseu etaj curent, Plan cofraj planseu etaj curent, Plan cofraj si armare grinzi.
Armare stalp central 70x 70 cmScara 1:50
Universitatea TehnicaCluj-Napoca
Facultatea de ConstructiiSectia CCIA
PROIECT DE DIPLOMACladire de locuinte
S+P+8E
Proiectat
Desenat
Verificat
Urcan Ioana Maria
Urcan Ioana Maria
Sef lucrari dr. ing.Munteanu Constantin
Semn. Scara1:50Data
05.07.2013
ARMARE STALP CENTRAL
Nr.Plansa
