Plan armare grinzi din beton armat
1
Detalii armare grinda GTB 25x55 - Parter, E1 si E2 Scara 1:50 4 3 2 1 45 5.45 45 5.45 45 5.45 45 22 5 5.90 5.90 5.90 22 5 18.15 630 25 25 25 630 25 1 4 L=6.80m PC52 1 4 L=6.80m PC52 630 25 1 4 L=6.80m PC52 45 37 180 10 2 2 L=2.72m PC52 965 45 37 10 3 2 L=10.57m PC52 4 2 L=4.35m PC52 10 415 10 37 180 2 2 L=2.72m PC52 965 3 2 L=10.57m PC52 4 2 L=4.35m PC52 415 10 45 10 10 82 5 3.80 82 5 82 5 3.80 82 5 82 5 3.80 82 5 5 etr./10cm 9 buc. 6 etr./20cm - 18 buc. 5 etr./10cm 9 buc. 5 etr./10cm 9 buc. 6 etr./20cm - 18 buc. 5 etr./10cm 9 buc. 5 etr./10cm 9 buc. 6 etr./20cm - 18 buc. 5 etr./10cm 9 buc. 10 37 45 25 1 1 2 2 3 3 3 3 4 4 3 3 3 3 2 2 1 1 1.20 3 3 2 2 1 1 1 1 25 41 14 55 5 50 50 20 20 7 5 etr./10cm L=1.55m OB37 Sectiune 1-1 Scara 1:20 3 3 1 1 1 1 25 41 14 55 6 50 50 20 20 7 6 etr./20cm L=1.55m OB37 Sectiune 2-2 Scara 1:20 3 3 4 4 1 1 1 1 25 41 14 55 5 50 50 20 20 7 5 etr./10cm L=1.55m OB37 Sectiune 3-3 Scara 1:20 3 3 1 1 1 1 25 41 14 55 6 50 50 20 20 7 Sectiune 4-4 Scara 1:20 6 etr./20cm L=1.55m OB37 6 PLANSA UNIVERSITATEA TEHNICA DE CONSTRUCTII BUCURESTI F.C.C.I.A. mai 2013 SCARA 1:50 DETALII ARMARE GRINZI Cladire de locuinte S+P+3E VRINCEANU ALEXANDRA DESENAT VERIFICAT Sectiuni 1-1..4-4 STRUCTURI IN CADRE DE BETON ARMAT GTB 25x55 - P, E1 si E2 1:20
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Detalii de armare pentru grinzi din beton armat
Transcript of Plan armare grinzi din beton armat
Detalii armare grinda GTB 25x55 - Parter, E1 si E2Scara 1:50
4321
455.45
455.45
455.45
45225
5.90 5.90 5.90225
18.15
630
25 25
25
630
25
1 4Ø16 L=6.80m PC52
1 4Ø16 L=6.80m PC52630
251 4Ø16 L=6.80m PC52
45
37
180
10
2 2Ø20 L=2.72m PC52
965
45
37
103 2Ø20 L=10.57m PC52
4 2Ø20 L=4.35m PC5210
415
10
37
180
2 2Ø20 L=2.72m PC52
9653 2Ø20 L=10.57m PC52
4 2Ø20 L=4.35m PC52415
10
45
10 10
8253.80 825 825
3.80 825 8253.80 825
5 etr.Ø12/10cm9 buc. 6 etr.Ø10/20cm - 18 buc.
5 etr.Ø12/10cm9 buc.
5 etr.Ø12/10cm9 buc. 6 etr.Ø10/20cm - 18 buc.
5 etr.Ø12/10cm9 buc.
5 etr.Ø12/10cm9 buc. 6 etr.Ø10/20cm - 18 buc.
5 etr.Ø12/10cm9 buc.
10
37
45
25
1
1
2
2
3
3
3
3
4
4
3
3
3
3
2
2
1
1
1.20
3 322
1 11125
4114
55
5
50 50
20
20 7
5 etr.Ø12/10cm L=1.55m OB37
Sectiune 1-1Scara 1:20
3 3
1 11125
4114
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6
50 50
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20 7
6 etr.Ø10/20cm L=1.55m OB37
Sectiune 2-2Scara 1:20
3 344
1 11125
4114
55
5
50 50
20
20 7
5 etr.Ø12/10cm L=1.55m OB37
Sectiune 3-3Scara 1:20
3 3
1 11125
4114
55
6
50 50
20
20 7
Sectiune 4-4Scara 1:20
6 etr.Ø10/20cm L=1.55m OB37
6PLANSAUNIVERSITATEA TEHNICA DE
CONSTRUCTII BUCURESTIF.C.C.I.A.
mai 2013SCARA1:50
DETALII ARMARE GRINZICladire de locuinte S+P+3E
VRINCEANU ALEXANDRA
DESENAT
VERIFICATSectiuni 1-1..4-4
STRUCTURI IN CADRE DE BETON ARMAT
GTB 25x55 - P, E1 si E21:20
