7. Armare Grinda Longitudinala A2
1
B C D E 440 460 3 2 Ø 22BST500 L=4.40m 17 32 278 32 17 936 2 2Ø22 BST500 L=3.10m 1183 278 2 2 Ø 22BST500 L=3.10m 4 2 Ø 22BST500 L=4.60m 510 B C D E 772 772 32 32 8 2ø22BST500 L=5.10m 5 2ø22BST500 L=8.04m 5 2ø22BST500 L=8.04m 4 4 2 2 1 1 5 5 3 3 1 7ø8/10 1 12ø8/25 1 7ø8/10 1 17ø8/10 1 14ø8/25 1 17ø8/10 1 18ø8/10 1 13ø8/25 1 19ø8/10 Armare grinda longitudinala 30x 65 cm Scara 1:50 6 2Ø18 BST500 L=12.00m 7 2Ø18 BST500 L=9.53m 60 6.80 70 4.40 70 6.80 60 30 7.45 5.10 7.45 30 20.60 65 60 1.80 3.10 1.90 70 75 2.90 75 70 1.75 3.35 1.70 60 [kg] [m] Bare cotate (fara scara) 230.64 [mm] [m] ø Buc. Poz. 1 124 8 1.86 Lista cu forme fasonate Greutate Lungime unitara Lungime totala 91.10 12.40 2 4 22 3.10 37.00 8.80 3 2 22 4.40 26.26 9.20 4 2 22 4.60 27.45 32.16 5 4 22 8.04 95.97 24.00 6 2 18 12.00 47.95 19.06 7 2 18 9.53 38.08 10.20 8 2 22 5.10 30.44 Greutate totala OB37 (kg): Greutate totala PC60 (kg): Greutate totala PC52 (kg): Greutate totala (kg): Greutate totala BST500S (kg): BST500S Calitate otel 394.25 kg 0.00 kg 0.00 kg 0.00 kg 394.25 kg 10 24 59 24 10 BST500S 32 278 BST500S 440 BST500S 460 BST500S 32 772 BST500S 17 1183 BST500S 17 936 BST500S 510 59 24 10 10 24 59 6 2ø18 3 2ø22 Scara 1:25 Sectiune 5-5 8 2ø22 Scara 1:25 Sectiune 4 - 4 7 2ø18 5 2ø22 2 2ø22 24 10 24 10 59 59 1 ø8/10 BST500 L=1.86m 1 ø8/10 BST500 L=1.86m 1 Etr. Ø8/10 1 Etr. Ø8/10 49 16 65 30 49 16 65 30 10 24 59 24 10 59 Scara 1:25 Sectiune 1 - 1 2 2ø22 6 2ø18 5 2ø22 Scara 1:25 24 59 10 10 24 59 Sectiune 2 - 2 5 2ø22 6 2ø18 24 59 10 24 10 59 Scara 1:25 Sectiune 3 - 3 7 2ø18 4 2ø22 8 2ø22 1 ø8/10 BST500 L=1.86m 1 ø8/25 BST500 L=1.86m 1 ø8/25 BST500 L=1.86m 1 Etr. Ø8/10 1 Etr. Ø8/25 1 Etr. Ø8/25 49 16 30 65 49 16 65 30 49 16 30 65 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 Universitatea Tehnica Cluj-Napoca Facultatea de Constructii Sectia CCIA PROIECT DE DIPLOMA Cladire de locuinte S+P+8E ARMARE GRINDA LONGITUDINALA Scara 1:50 Data 05.07.2014 Nr. Plansa Proiectat Desenat Verificat S.l. dr. ing. Munteanu Constantin Urcan Ioana Maria Urcan Ioana Maria Semn.
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7. Armare Grinda Longitudinala A2
Transcript of 7. Armare Grinda Longitudinala A2
[kg][m]
Bare cotate(fara scara)
230.64
[mm] [m]
øBuc.Poz.
1 124 8 1.86
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
91.10
12.40 2 4 22 3.10 37.00
8.80 3 2 22 4.40 26.26
9.20 4 2 22 4.60 27.45
32.16 5 4 22 8.04 95.97
24.00 6 2 18 12.00 47.95
19.06 7 2 18 9.53 38.08
10.20 8 2 22 5.10 30.44
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
394.25 kg
0.00 kg 0.00 kg 0.00 kg
394.25 kg
1024
59
2410
BST500S
32
278BST500S 440BST500S 460
BST500S
32
772BST500S 171183BST500S 17 936BST500S 510
B C D E
440 460
3 2 Ø 22BST500 L=4.40m
1732 278
3217
936
2 2Ø22 BST500 L=3.10m
1183
278
2 2 Ø 22BST500 L=3.10m4 2 Ø 22BST500 L=4.60m
510
B C D E
772772
32
32
8 2ø22BST500 L=5.10m
5 2ø22BST500 L=8.04m5 2ø22BST500 L=8.04m
442
2
11 5
5
33
1 7ø8/10 1 12ø8/25 1 7ø8/10 1 17ø8/10 1 14ø8/25 1 17ø8/101 18ø8/10 1 13ø8/25 1 19ø8/10
Armare grinda longitudinala 30x 65 cmScara 1:50
6 2Ø18 BST500 L=12.00m
7 2Ø18 BST500 L=9.53m
60 6.80 70 4.40 70 6.80 60
30 7.45 5.10 7.45 30
20.60
65
60 1.80 3.10 1.90 70 75 2.90 75 70 1.75 3.35 1.70 60
[kg][m]
Bare cotate(fara scara)
230.64
[mm] [m]
øBuc.Poz.
1 124 8 1.86
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
91.10
12.40 2 4 22 3.10 37.00
8.80 3 2 22 4.40 26.26
9.20 4 2 22 4.60 27.45
32.16 5 4 22 8.04 95.97
24.00 6 2 18 12.00 47.95
19.06 7 2 18 9.53 38.08
10.20 8 2 22 5.10 30.44
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
394.25 kg
0.00 kg 0.00 kg 0.00 kg
394.25 kg
10
24
59
2410
BST500S
32
278
BST500S 440
BST500S 460
BST500S
32
772
BST500S
17
1183
BST500S
17
936
BST500S 510
[kg][m]
Bare cotate(fara scara)
230.64
[mm] [m]
øBuc.Poz.
1 124 8 1.86
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
91.10
12.40 2 4 22 3.10 37.00
8.80 3 2 22 4.40 26.26
9.20 4 2 22 4.60 27.45
32.16 5 4 22 8.04 95.97
24.00 6 2 18 12.00 47.95
19.06 7 2 18 9.53 38.08
10.20 8 2 22 5.10 30.44
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
394.25 kg
0.00 kg 0.00 kg 0.00 kg
394.25 kg
10
24
59
2410
BST500S
32
278
BST500S 440
BST500S 460
BST500S
32
772
BST500S
17
1183
BST500S
17
936
BST500S 510
59
24
10
1024
59
6 2ø18
3 2ø22
Scara 1:25
Sectiune 5-5
8 2ø22
Scara 1:25Sectiune 4 - 4
7 2ø18
5 2ø22
2 2ø22
24
1024 10
5959
1ø8
/10
BST5
00 L
=1.8
6m
1ø8
/10
BST5
00 L
=1.8
6m
1 Etr. Ø8/10 1 Etr. Ø8/104916
65
30
4916
65
30
[kg][m]
Bare cotate(fara scara)
230.64
[mm] [m]
øBuc.Poz.
1 124 8 1.86
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
91.10
12.40 2 4 22 3.10 37.00
8.80 3 2 22 4.40 26.26
9.20 4 2 22 4.60 27.45
32.16 5 4 22 8.04 95.97
24.00 6 2 18 12.00 47.95
19.06 7 2 18 9.53 38.08
10.20 8 2 22 5.10 30.44
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
BST500S
Calitateotel
394.25 kg
0.00 kg 0.00 kg 0.00 kg
394.25 kg
10
24
59
2410
BST500S
32
278
BST500S 440
BST500S 460
BST500S
32
772
BST500S
17
1183
BST500S
17
936
BST500S 510
1024
59
24
10
59
Scara 1:25
Sectiune 1 - 1
2 2ø22
6 2ø18
5 2ø22
Scara 1:25
24
59
10
1024
59
Sectiune 2 - 2
5 2ø22
6 2ø18
24
59
1024 10
59
Scara 1:25
Sectiune 3 - 3
7 2ø18
4 2ø22
8 2ø221ø8
/10
BST5
00 L
=1.8
6m
1ø8
/25
BST5
00 L
=1.8
6m
1ø8
/25
BST5
00 L
=1.8
6m
1 Etr. Ø8/10
1 Etr. Ø8/251 Etr. Ø8/2549
16
30
65
4916
65
30
4916
30
65
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
Faza determinanta inainte de turnarea betonului
Universitatea TehnicaCluj-Napoca
Facultatea de ConstructiiSectia CCIA
PROIECT DE DIPLOMACladire de locuinte
S+P+8E
ARMARE GRINDA LONGITUDINALA
Scara1:50
Data05.07.2014
Nr.Plansa
ProiectatDesenat
Verificat S.l. dr. ing.Munteanu Constantin
Urcan Ioana MariaUrcan Ioana Maria
Semn.
