R7 F Iz F6-f10 Anc Samb_7
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- Words: 805
- Pages: 1
10
25
25
3
-1.90
15
25
30
25
15
-3.40
15
70
80
20 etr 5 ø 8 PC52 /25
1.10 30 4 ø 14 PC52
150
-0.10
29
b
15
a
70
b
29 3 ø 8 PC52
10
b 15
b
30 4 ø 14 L=165cm
29
-2.70
70
20
Sectiune b - b
29 3 ø 8 L=82cm
25 20
60
10
22 3 ø 8 L=102cm
C8/10
80 18 3 ø 10 L=100cm L=1 10 70 3ø 0 18 7
80 20
7 10
10
15
25
30 4 ø 14 PC52
90
80
-1.30
20 5 ø 8 L=55cm
cm 00
30
25
Detalii ancorare samburi din b.a.- Sb7 sc. 1:20 Sectiune a - a
30 4 ø 14 PC52
10
30
A
15
-2.20
22
B
18 4 ø 10 PC52
30
10 7
25
4 ø 10 PC52 18
22 etr 3 ø 8 PC52 18 4 ø 10 PC52
C8/10
80
C8/10
21 4 ø 14 PC52
A
90
Sectiune b - b
30 4 ø 14 PC52
150
20
-0.80
50
30
B
18 4 ø 10 PC52
10
90
15
145
20
21 4 ø 14 L=160cm
19 4 ø 12 PC52
cm
10
10 15
Sectiune B - B
50
1.00
19 4 ø 12 L=131cm 116
269 356 375
0cm
40
1 L=
29 3 ø 8 L=82cm
a
-0.80 15
80
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1
Beton: conform SR EN 206-1 BETON SIMPLU C8/10 X0, CEM I 32,5N, A/C = 0.65, S2 , Cl.0.1%, Dmax16 BETON ARMAT : C8/10 (fundatii b.a.), C16/20 XC2(elevatii, grinzi fundare,pereti b.a.), CEM II A-S 32,5R, A/C = 0.6, S3,Cl0.1%, Dmax16 , dozaj minim de ciment: 260kg/mc OTEL PC52, STNB Acop. min - 5cm
20
30
80
10
80
15
21 4 ø 14 PC52
80
B
10
30
18 3 ø 10 L=100cm L=10 10 70 3ø 18 70
Detalii ancorare samburi din b.a. Sb1, Sb2, Sb3, Sb4, Sb5, Sb6 Sectiune a - a sc. 1:20
30 4 ø 14 L=165cm
70 -0.80
-1.30
15
Fundatie -F10- 2bc sc. 1:20
18 3 ø 10 PC52 18 3 ø 10 PC52
18 3 ø 10 PC52
Sectiune A - A
Sectiune B - B
50
etr 5 ø 8 PC52 /25 20
18 3 ø 10 PC52
19 4 ø 12 PC52
30
Sectiune A - A
3 ø 8 PC52 29
Fundatie -F9- 3bc sc. 1:20 -0.10
C8/10
5ø
20
15
90
0
116
30
30 -1.90
15 3 ø 8 L=115cm
26 5 ø 10 L=140cm
11
19 ø 12 L=131cm
C8/10
25
1 7ø
12
140
20
12 19
1.00
25
0cm
6 =1
0L
11 6 ø 10 L=190cm
30
12
27
1.50
B
26 5 ø 10
15
433
297
225
40
27
20
10 7
-1.90
-1.90
225
433
12
433
217
-1.30 15
297
19 4 ø 12 PC52
15
C8/10
3 ø 10 PC52 18
1.00 C8/10
B
18 3 ø 10 PC52
3 ø 10 PC52 18
2
5 PC
60
7ø
-1.30 15
52
A
-0.80
10 7
12
15 3 ø 8 L=115cm
13 3 ø 8 L=112cm
PC
15
18 3 ø 10 PC52
60
12
10
3 5 ø 10 PC52
A
Sectiune B - B
15
19
6ø
B
C8/10
19
15
10
15
1.10
11
19
15
10
21
C8/10
B
12
43
7
B
-0.80
1.10
30
16 6 ø 12
50
22
3
3 5 ø 10
-0.35
26 5 ø 10 PC52
369
475
40
5
12
12 7 ø 10
5
10 4 ø 16 PC52
15
14 4 ø 14
1.50 15
6
52
PC
19 4 ø 12 PC52
Sectiune B - B
4 ø 14 PC52
171
356
25
186
1.20
14 4 ø 14 L=201cm
22 -1.30
15
16
2 ø1
Fundatie -F8- 5bc sc. 1:20 -0.10
Sectiune A - A
13 3 ø 8 /15
B
13
50
C8/10
464
475
10 4 ø 16 L=205cm
190
11 6 ø 10
15 3 ø 8
13 3 ø 8
171
16 6 ø 12 L=186cm
B
16 6 ø 12
10 2 ø 16
2 ø 16 10
-0.80
bc 1 6 -F e i t a Fund c. 1:20 s 14
12 7 ø 10
16 6 ø 12 L=186cm
11 6 ø 10
60
Sectiune B - B
6 ø 12 16
-0.35
6 ø 12 16
15
14
Fundatie -F7- 2bc sc. 1:20
Sectiune A - A
Fundatie -F6- 1bc 4 ø 14 sc. 1:20
12 12
10 4 ø 16
15
Sectiune A - A
20 5 ø 8 L=55cm
25
25
3
-1.90
15
25
30
25
15
-3.40
15
70
80
20 etr 5 ø 8 PC52 /25
1.10 30 4 ø 14 PC52
150
-0.10
29
b
15
a
70
b
29 3 ø 8 PC52
10
b 15
b
30 4 ø 14 L=165cm
29
-2.70
70
20
Sectiune b - b
29 3 ø 8 L=82cm
25 20
60
10
22 3 ø 8 L=102cm
C8/10
80 18 3 ø 10 L=100cm L=1 10 70 3ø 0 18 7
80 20
7 10
10
15
25
30 4 ø 14 PC52
90
80
-1.30
20 5 ø 8 L=55cm
cm 00
30
25
Detalii ancorare samburi din b.a.- Sb7 sc. 1:20 Sectiune a - a
30 4 ø 14 PC52
10
30
A
15
-2.20
22
B
18 4 ø 10 PC52
30
10 7
25
4 ø 10 PC52 18
22 etr 3 ø 8 PC52 18 4 ø 10 PC52
C8/10
80
C8/10
21 4 ø 14 PC52
A
90
Sectiune b - b
30 4 ø 14 PC52
150
20
-0.80
50
30
B
18 4 ø 10 PC52
10
90
15
145
20
21 4 ø 14 L=160cm
19 4 ø 12 PC52
cm
10
10 15
Sectiune B - B
50
1.00
19 4 ø 12 L=131cm 116
269 356 375
0cm
40
1 L=
29 3 ø 8 L=82cm
a
-0.80 15
80
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1
Beton: conform SR EN 206-1 BETON SIMPLU C8/10 X0, CEM I 32,5N, A/C = 0.65, S2 , Cl.0.1%, Dmax16 BETON ARMAT : C8/10 (fundatii b.a.), C16/20 XC2(elevatii, grinzi fundare,pereti b.a.), CEM II A-S 32,5R, A/C = 0.6, S3,Cl0.1%, Dmax16 , dozaj minim de ciment: 260kg/mc OTEL PC52, STNB Acop. min - 5cm
20
30
80
10
80
15
21 4 ø 14 PC52
80
B
10
30
18 3 ø 10 L=100cm L=10 10 70 3ø 18 70
Detalii ancorare samburi din b.a. Sb1, Sb2, Sb3, Sb4, Sb5, Sb6 Sectiune a - a sc. 1:20
30 4 ø 14 L=165cm
70 -0.80
-1.30
15
Fundatie -F10- 2bc sc. 1:20
18 3 ø 10 PC52 18 3 ø 10 PC52
18 3 ø 10 PC52
Sectiune A - A
Sectiune B - B
50
etr 5 ø 8 PC52 /25 20
18 3 ø 10 PC52
19 4 ø 12 PC52
30
Sectiune A - A
3 ø 8 PC52 29
Fundatie -F9- 3bc sc. 1:20 -0.10
C8/10
5ø
20
15
90
0
116
30
30 -1.90
15 3 ø 8 L=115cm
26 5 ø 10 L=140cm
11
19 ø 12 L=131cm
C8/10
25
1 7ø
12
140
20
12 19
1.00
25
0cm
6 =1
0L
11 6 ø 10 L=190cm
30
12
27
1.50
B
26 5 ø 10
15
433
297
225
40
27
20
10 7
-1.90
-1.90
225
433
12
433
217
-1.30 15
297
19 4 ø 12 PC52
15
C8/10
3 ø 10 PC52 18
1.00 C8/10
B
18 3 ø 10 PC52
3 ø 10 PC52 18
2
5 PC
60
7ø
-1.30 15
52
A
-0.80
10 7
12
15 3 ø 8 L=115cm
13 3 ø 8 L=112cm
PC
15
18 3 ø 10 PC52
60
12
10
3 5 ø 10 PC52
A
Sectiune B - B
15
19
6ø
B
C8/10
19
15
10
15
1.10
11
19
15
10
21
C8/10
B
12
43
7
B
-0.80
1.10
30
16 6 ø 12
50
22
3
3 5 ø 10
-0.35
26 5 ø 10 PC52
369
475
40
5
12
12 7 ø 10
5
10 4 ø 16 PC52
15
14 4 ø 14
1.50 15
6
52
PC
19 4 ø 12 PC52
Sectiune B - B
4 ø 14 PC52
171
356
25
186
1.20
14 4 ø 14 L=201cm
22 -1.30
15
16
2 ø1
Fundatie -F8- 5bc sc. 1:20 -0.10
Sectiune A - A
13 3 ø 8 /15
B
13
50
C8/10
464
475
10 4 ø 16 L=205cm
190
11 6 ø 10
15 3 ø 8
13 3 ø 8
171
16 6 ø 12 L=186cm
B
16 6 ø 12
10 2 ø 16
2 ø 16 10
-0.80
bc 1 6 -F e i t a Fund c. 1:20 s 14
12 7 ø 10
16 6 ø 12 L=186cm
11 6 ø 10
60
Sectiune B - B
6 ø 12 16
-0.35
6 ø 12 16
15
14
Fundatie -F7- 2bc sc. 1:20
Sectiune A - A
Fundatie -F6- 1bc 4 ø 14 sc. 1:20
12 12
10 4 ø 16
15
Sectiune A - A
20 5 ø 8 L=55cm
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