plan cofraj si armare scara interioara_rev 1
DESCRIPTION
Exemplu armare scaraTRANSCRIPT
32°10
110
70
1032°
10
61
84
10
32°124
301
32°91
338
109
77
10
88.
10
88.
8.25
25
32°
1.80
3.00
80
80
80
80
80
80
22 4 ø 14 L=2.82m
21 ø 8 /20 L=1.16m
Sectiunea 1-1Scara 1:20
32°
10
77
100
10
41°
10
55
70
10
41°10
66.
55
10
41°
10
40
81
10
41°
177
41°
207
93
118
10
78
10
41°
10
59
62
10
7 ø 8 /20 L=2.32m
30 ø 8 /20 L=2.38m
13 ø 8 /20 L=2.15m
14 ø 8 /20 L=2.15m
33 ø 8 /20 L=2.29m
33 ø 8 /20 L=2.29m
31 ø 8 /20 L=2.84m
31 ø 8 /20 L=2.84m
23 ø 10 /15 L=1.08m
23 ø 10 /15 L=1.08m
29 ø 10 /15 L=1.86m
27 ø 10 /15 L=4.29m
18 ø 10 /15 L=2.00m
19 ø 10 /15 L=1.98m
20 ø 10 /15 L=1.66m
28 ø 10 /15 L=4.24m
12 ø 10 /15 L=1.86m4
ø 10 /15 L=2.95m
5 ø 10 /15 L=3.00m
1 ø 10 /15 L=1.41m
1 ø 10 /15 L=1.41m
3 ø 10 /15 L=1.45m
6 ø 10 /15 L=1.41m
-2.65-2.65
-2.465
-2.28
-2.095
-1.91
-1.725
-1.54
-1.355 -1.355
-1.17
-0.985
-0.80
-0.615
-0.43
-0.245
-0.10-0.10 -0.10
+0.175
+0.355
+0.53
+0.705
+0.88
+1.06
+1.235
+1.41
+1.585 +1.585+1.585
+1.765
+1.94
+2.115
+2.29
+2.47
+2.645
+2.82
+2.995
+3.175
+3.30 +3.30
1
D
Plan cofraj scara subsolScara 1:20
D
1
231.3
2589
5
2.00
145 185
185 185
185
185 185
-2.65
-2.46
5-1
.54
-1.35
5
-1.35
5
-1.17
-0.98
5
-0.43
-0.24
5
-0.10
1.10 90
1.455
1.105
30 1.00 1.00
1.285
1.05
3021
521
521
521
521
521
5
215
215
215
215
215
215
1.285
1.165
30
2.335
15
15 1.25 9030 2.00
15
15
15
15
1
DD
1
Plan cofraj scara parterScara 1:20
2328
2828
2828
2828
2893
2.47
1.05
1628
2828
2828
2828
281.2
382
3.63
865
2.68
905
635
2.72
1.095
125 175
175 175
175
175 10
30 1.00 115 1.00
2.115
2.365
15 2.265
2.615
1.055
15
1515
1515
-0.1
0
+0.
175
+1.
585
+1.
585
+1.
76+
3.17
5
+3.
30
80
2.80
1.60
Sectiunea 2-2Scara 1:20
11 7 ø 10 /15 PC52
11 7 ø 10 /15 PC52
10 7 ø 1
0 /15 PC52
9 7 ø 1
0 /15 PC52
8 7 ø 10 /15 PC52
12 14 ø 10 /15 PC52
32° 94
77 32° 109
290
32° 77
305
32°
7
57
100
32°10 128
82
10
32°
10
96.
116
10
10
88.
10
88.
8.25
25
33 ø 8 /20 L=2.29m
30 ø 8 /20 L=2.38m
7 ø 8 /20 L=2.32m
22 ø 14 /22 L=2.82m
16 ø 10 /15 L=2.31m
15 ø 10 /15 L=2.32m
17 ø 10 /15 L=1.64m
25 ø 10 /15 L=3.81m24 ø 10 /15 L=4.00m
26 ø 10 /15 L=1.71m23 ø 10 /15 L=1.08m23 ø 10 /15 L=1.08m 21 ø 8 /20 L=1.16m
-2.65-2.65
-2.465
-2.28
-2.095
-1.91
-1.725
-1.54
-1.355 -1.355
-1.17
-0.985
-0.80
-0.615
-0.43
-0.245
-0.10-0.10 -0.10
+0.175
+0.355
+0.53
+0.705
+0.88
+1.06
+1.235
+1.41
+1.585 +1.585+1.585
+1.765
+1.94
+2.115
+2.29
+2.47
+2.645
+2.82
+2.995
+3.175
+3.30 +3.30
REFERAT / EXPERTIZA NR. / DATA:
Beneficiar:
Titlu proiect:
CROSS STRUCTURAL DESIGN S.R.L.Mihai Bravu, nr. 390, Bucuresti
Plansa:Titlu plansa:
CERINTA:VERIFICATOR
NUME Scara
Data:
SEMNATURASPECIFICATIE
PROIECTAT
DESENAT
SEF PROIECT
ing. Gheorghe Sarbu
1:50
A1
Proiect nr.
Faza:
Str. Nicolae Iorga, Comuna Chiajna, Jud. Ilfov
12/2012CATALIN STRIBLEA si TONIGARU ALINA GEORGETA
LOCUINTA INDIVIDUALA Dp+P+1EP.Th+D.E.
09/2012
ing. Stefan Crosman
arh. Ioana Bolohan
PLAN COFRAJ SI ARMARE SCARA INTERIOARAR - 19
◘Clasa de importanta -Conform normativului P100-1/2006, cladirea a fost incadrata in clasa III de importanta, caracterizata de valoarea asociata γ= 1.00;◘Categoria de importanta-Conform H.G.R. 766/1997, constructia se incadreaza in categoria "C" de importanta normal;◘Zona de expunere la risc seismic -Conform normativului P 100-1/2006 " Cod de proiectare seismica - Partea I , ag = 0.24g IMR = 100 ani si Tc = 1.6 s ;
◘Adancimea maxima de inghet caracteristica zonei este de 90 cm- Conform STAS 6054-77;◘Zona de expunere la vânt - Conform NP 082-04 " Cod de proiectare. IMR = 50 ani (2% probabilitate anuala de depasire ) este qref=0.50kN/mp ;◘Zona de expunere cu zapada -Conform CR 1-1-3 -2005 " Cod de proiectare. 2% probabilitate de depasire, IMR = 50 ani, este s/0,k = 2.0 kN/m2;
STRAT DE ACOPERIRE CU BETON:
1. Fundatii: 4 cm 2. Stalpi si grinzi 2.5 cm: 3. Placi: 1,5 cmAcoperirile de mai sus sunt date pentru toate elementele de b.a., cu exceptia acelora pentru care acoperirea este reprezentata distinct in sectiuni.
MATERIALE:
BetonC 8/10 - beton simplu egalizare;C16/20 - infrastructuraC20/25- suprastructura
Otel BetonPC52, OB37, STNB.
ing. Horia Mihnea
8 10 141 10 1.41 7 9.872 10 1.41 7 9.873 10 1.45 7 10.154 10 2.95 7 20.655 10 3.00 7 21.006 10 1.41 7 9.877 8 2.32 19 44.088 10 1.16 7 8.129 10 2.73 7 19.11
10 10 2.84 7 19.8811 10 1.34 14 18.7612 10 1.86 14 26.0413 8 2.15 5 10.7514 8 2.15 5 10.7515 10 2.32 7 16.2416 10 2.31 7 16.1717 10 1.64 7 11.4818 10 2.00 7 14.0019 10 1.98 7 13.8620 10 1.66 7 11.6221 8 1.16 11 12.7622 14 2.82 4 11.2823 10 1.08 28 30.2424 10 4.00 7 28.0025 10 3.81 7 26.6726 10 1.71 7 11.9727 10 4.29 7 30.0328 10 4.24 7 29.6829 10 1.86 7 13.0230 8 2.38 31 73.7831 8 2.84 10 28.4032 8 1.54 2 3.0833 8 2.29 10 22.90
206.50 426.30 11.280.395 0.617 1.208
82 263 14
Lungime totala [m]PC52
358
Total kg/m (kg/m²)kgkg
m (m²)
Marca Ф Lung. [m] Buc.
h/l= 594 / 841 (0.50mp)