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7/21/2019 RA05 - Sectiuni Armare Canal Tehnologic Silozuri
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S CA RA S CA LE
DATA DATE PROJECT ADRESS
TITLU PLANSA DRAWINGTITLE
BENEFICIAR CLIENT
NR.PROIECT
FAZA PHASE
PROJECT NO
NR.PLANSA DRAWINGNO
V ER IF IC AT OR /E XP ER T S EM NA TU RA CERINTA REFERAT/EXPERTIZA NR. /DATA
TITLU PROIECT PROJECT TITLE
ADRESA PROIECT
-ING. ANDREI SERBU
P.T.+D.E.
SCSTEEL DESIGNSRL507190SanpetruBrasov Str. Renasteriinr.24
R.C. J08/1036/10.05.2004C.U.I. R-16407265
Tel: +40-723-199797Fax: +400268-473.293
E-MAIL: [email protected]
P RO IE CT AN T G EN ER AL : P RO IE CT AN T D E SP EC IA LI TA TE R E ZI ST EN TA :
P R OI E CT AT / DE S IG N ED I N G. AN D RA BA N CI L A
DESENAT/DRAFTSMAN
Str. Revolutiei, Nr.64A,Oras Harsova, Jud. Constanta
Septembrie 2013
ALFREDC. TOEPFERINTERNATIONALLOGISTICS.R.L.
ARH. MARTIANBERBENITA
S.C. ENGINEERING PROJECT
DEVELOPMENT S.R.L. -BUCURESTI J40/81644/2008 www.epd.ro
ING. ANDRA BANCILA
CONSTRUIRE SILOZURI CEREALE
226/2013
[mm]
ø
[kg][m]
Lista armare cu fasonari
Buc. Bare cotate
(farascara)
Total
Lung.
GreutPoz.
6 0 967 16 4883.35 5.05
Unit.
Lung.
[m]
6 1 961 12 3536.48 3.68
62 3898 12 9355.20 2.40
63 39 12 58.50 1.50
64 39 16 97.89 2.51
65 45 10 180.00 4.00
66 45 10 135.00 3.00
6 7 288 8 316.80 1.10
6 8 2373 6 878.01 194.92 0.37
6 9 140 16 336.00 2.40
70 75 8 139.50 55.10 1.86
71 12 12 37.20 3.10
72 12 12 18.00 1.50
73 21 12 42.00 37.30 2.00
74 18 16 45.90 2.55
7 5 1 8 12861.30 mlin
76 6 16 24.48 4.08
77 24 16 57.60 2.40
78 90 8 86.40 34.13 0.96
79 27 8 32.40 12.80 1.20
80 54 16 126.90 2.35
81 27 8 37.80 14.93 1.40
82 12 12 19.20 1.60
83 27 8 38.07 1.41
GreutatetotalaOB37(kg): 349.18 kg25778.95 kg
26128.13 kgGreutatetotalaOB37 + PC52+ BST500S (kg):
GreutatetotalaPC52(kg):G re ut at e to ta la B ST 50 0S ( kg ): 0 .0 0 k g
7710.81
Calitate
Otel
PC52 1 1 5
18
3 0
178
3140.39 PC52 9 5
178
8307.42 PC52
225
1 5
51.95 PC52
95
5 5
154.57 PC52 115 1 8
28
9 0
111.06 PC52 7 0
20
2 0
180
83.30 PC52 6 0
180
125.14 PC52
2 0
2 5
2 0
2 5
2 0
OB378. 22
8.
530.54 PC52
3 0
180
OB37
10
1 2 72
1 2
1 0
33.03 PC52 8 5
140
15.98 PC52 1 0
130
OB3710
5 0
40
5 0
1 0
72.48 PC52 3 0
225
5080.21 PC52
38.65 PC52 1 1 5
178
90.95 PC52 225
1 5
OB3710
2 0
18
2 0
1 0
OB37
10
1 8
32
1 8
1 0
200.38 PC52 205
3 0
OB37
10
1 8
42
1 8
1 0
17.05 PC52
1 0
140
15.04 PC52 1 0
44 1 3
52
1 2
8
1 2
15
2 2 5
2 2 5
15
Sectiunea b-b
2 2 5
1515
2 2 5
1 0
4 0
1 .
8 0
5 0
2 .
8 0
-2.80
-2.70
-2.30
-0.50
±0.00
i n t .
i n t .
e x t .
e x t .
30 1.30 30
1.90
1 1 5
18
3 0
9 5
178
178
1 1 5
18
3 0
sus
jos
e x t .
e x t .
9 5
i n t .
i n t .
60 ø 16/15
6 1 ø 1 2 / 1 5
6 2
ø 1 2 / 1 5 P C
5 2 L = 2 . 4
0 m
6 2
ø 1 2 / 1 5 P C
5 2 L = 2 . 4
0 m
62 ø 12/15 ø 1 2 /1 5 6 2
6 2
ø 1 2 / 1 5 P
C 5 2 L = 2 . 4
0 m
6 2
ø 1 2 / 1 5 P
C 5 2 L = 2 . 4
0 m
60 ø 16/15PC52L=5.05m
61
ø 12 /15PC52L=3.68m
68 68
7 5 ø 8 / 1 5 ø 8 / 15 7 5
7 5 ø 8 / 1 5
2 2
2 0
2 5
2 0
2 5
2 0
2buc./mp
67 ø 8 PC52L=1.10m
68 ø 6 /50OB37L=0.37m
Grindasiloz40x50
Grindasiloz40x50
40 50 40
3 0 3
0
1 0
4 0
1 . 8
0
5 0
2 . 8
0
-2.80
-2.70
-2.30
-0.50
±0.00
NOTA:
Inzonaundegrinzilecircularevortrecedeasupracanaluluitehnologic,armaturaexistentainradierulcanaluluisevasuplimenta, prinintercalareaarmaturiimai sus desenate.
180 sus
Sectiunea c-c
60 ø 16/15
6 1 ø 1 2 / 1 5
6 9 1 1 ø 1 6 / 15
69
ø 16 /15PC52L=2.40m
ø 8 / 15 7 5
1 2
7 2
12
7 2
Sectiunea d-d
30 1.30 30
1.90
1 1 5
18
3 0
178
1 1 5
18
3 0
178
9 5
9 5
40 20 1.00 20 10
2 2 5
1515
2 2 5
5 0
4 0
50
4 0
15
2 2 5
i n t .
i n t .
e x t .
e x t .
sus
jos
i n t .
i n t .
e x t .
2 2 5
15
e x t .
1 0
4 0
1 .
8 0
5 0
3 0
2 .
8 0
3 0
-2.80
-2.70
-2.30
-0.50
±0.00
+0.30
e e
g g
sus
jos 3 0 225
3 0 225
ø 10 / 1 5 6 6 66
ø 10/15
60 ø 16/15PC52L=5.05m
ø 1 6 /1 5 6 0
61 ø 12/15PC52L=3.68m
ø 1 2 /1 5 6 1
6 2
ø 1 2 / 1 5 P
C 5 2 L = 2 . 4
0 m
6 2
ø 1 2 / 1 5 P C 5 2 L = 2 . 4
0 m
6 2
ø 1 2 / 1 5
P C 5 2 L = 2 . 4
0 m
6 2
ø 1 2 / 1 5 P C 5 2 L = 2 . 4
0 m
ø 1 2 /1 5 6 262
ø 12/15
6 4 ø 1 6 / 1 5
ø 1 0 /1 5 6 565 ø 10/15
68 68
73
ø 12 /15OB37L=2.00m
ø 1 2 /1 5 7 37 4 3 ø 1 6
74
3ø 16
74 3 ø 16PC52L=2.55m
74 3 ø 16PC52L=2.55m
7 5 ø 8 / 1 5
82 ø 12/15
70
ø 8/15
ø 8 / 15 7 0
ø 1 2 /1 5 8 2 71 ø 12/15ø 1 2 / 15 7 1
70 ø 8 /15OB37L=1.86m
2 2
2 0
2 5
2 0
2 5
2 0
2buc./mp
67
ø 8 PC52L=1.10m
68 ø 6/50OB37L=0.37m
3 0
1 .
3 0
3 0
1 .
9 0
Sectiunea e-e
70
2 0
20
70
2 0
20
int.
int.
1
8 0
e x t .
ext.60
ext.60
50
50
1 8 0
i n t .
50
50
2 2
f f 62 ø 12/15
ø 1 2 /1 5 6 2
ø 12 / 1 5 6 2
65
ø 10/15 6 5
ø 1 0 / 1 5 P C 5 2 L = 4 . 0
0 m
ø 10 / 1 5 6 6
6 6
ø 1 0 / 1 5
P C 5 2 L = 3 . 0
0 m
68
68 ø 6/50OB37L=0.37m
ø 8 / 15 7 5
ø 8 / 15 7 5
7 5 ø 8 / 1 5 PC52
75 ø 8/15PC52
75
ø 8/15PC52
75 ø 8/15PC52
Sectiunea f-f
10 20 1.00 20 10 40
Grindasiloz40x50
1 0
4 0
1 .
8 0
5 0
3 0
2 .
8 0
3 0
-2.80
-2.70
-2.30
-0.50
±0.00
+0.30
NOTA:Inzonaundegrinzilecircularevortrecedeasupracanaluluitehnologic,armaturaexistentainradierulcanaluluiseva suplimenta, prinintercalareaarmaturiimai sus desenate.
3 0
3 0
180
1 1 5
18
2 8
9 5
55
50
90
50 sussus
jos
e x t .
i n t .
2 2 5
1515
2 2 5
i n t .
e x t .
7 2
12
1 2
7 2
g
Armaturaradier
60 ø 16/15
61 ø 12/15
6 2 ø 1 2 / 1 5
6 2
ø 1 2 / 1 5 P C 5 2 L = 2 . 4
0 m
6 2
ø 1 2 / 1 5 P C 5 2 L = 2 . 4
0 m
ø 1 2 /1 5 6 3
63 ø 12/15PC52L=1.50m
6 4 ø 1 6 / 1 5
6 4
ø 1 6 / 1 5 P C 5 2 L = 2 . 5
1 m
65
ø 10/15ø 10 / 1 5 6 6
68
6 9 5 ø 1 6 / 15
69 ø 16/15PC52L=2.40m
ø 1 2 /1 5 7 2
ø 8 / 15 7 5
7 5 ø 8 / 1 5 PC52
75 ø 8/15PC52
g
7 0 ø 8 / 1 5
72 ø 12/15
ø 8 / 15 8 3
7 1 ø 1 2 / 1 5ø 12 / 1 5 7 1
70
ø 8 /15OB37L=1.86m
4 4
1 3
5 2
12
83 ø 8/15PC52L=1.41m
20 1.00 20
1.40
1 0
1 0
130 int.
1 0
1 0
e x t .
e x t .
ext.
72
72 ø 12/15PC52L=1.50m
85
1 4 0
85
71
7 1
ø 1 2 / 1 5 P C 5 2 L = 3 . 1
0 m
71
7 1
ø 1 2 / 1 5 P C 5 2 L = 3 . 1
0 m
7 0 ø 8 / 1 5
ø 8 / 15 7 0
82
1010
i n t .
1 4 0
i n t .
1 4 0
82 8 2
ø 1 2 / 1 5 P C 5 2 L = 1 . 6
0 m
8 2
ø 1 2 / 1 5 P C 5 2 L = 1 . 6
0 m
1010
8585 ext.
ext.ext.
1 . 5 0
2 0
1 .
1 0
2 0
72
7 0 ø 8 / 1 5
Sectiunea g-g
72
ø 12 /15PC52L=1.50m
int.130
1 4 0
8 3 ø 8 / 1 5
7 2
12
1 2
7 2
70
ø 8 /15OB37L=1.86m
4 4
1 3
5 2
12
83 ø 8 /15PC52L=1.41m
1 0
4 0
1 . 8
0
5 0
2 . 8
0
2 2 5
1515 15
2 2 5
15
2 2 5
2 2 5
1 1 5
18
3 0
178
178
-2.80
-2.70
-2.30
-0.50
±0.00
1 1 5
18
3 0
1 1 5
1 1 5
e x t .
e x t .
e x t .
e x t .
i n t .
i n t .
i n t .
i n t .
Sectiunea h-hdetaliu bordare capat canal tehnologic
3 0
3 0
180
3 0
180
3 0
i
i
2 0
1 8
20
2 0
1 8
20
1 8
3 2
18
1 8
3 2
1 8
sus
jos
jos
sus
4 2
18
1 8
4 2
60
60 ø 16/15PC52L=5.05m
69 ø 16/15PC52L=2.40m
ø 1 6 / 15 6 9
69 ø 16/15PC52L=2.40m
76
2ø 16 PC52L=4.08m
76
7 7
2 ø 1 6 P C 5 2 L = 2 . 4
0 m
7 7
2 ø 1 6 P C 5 2 L = 2 . 4
0 m
7 7
2 ø 1 6 P C 5 2 L = 2 . 4
0 m
7 7
2 ø 1 6 P C 5 2 L = 2 . 4
0 m
77 77
7 8 ø 8 / 1 5 ø 8 / 15 7 8
78 ø 8 /15OB37L=0.96m
78
ø 8 /15OB37L=0.96m
79
ø 8/15
79 ø 8 /15OB37L=1.20m
8 1 ø 8 / 1 5
81 ø 8/15OB37L=1.40m
Sectiunea i-i
1 0
4 0
1 .
8 0
5 0
2 .
8 0
-2.80
-2.70
-2.30
-0.50
±0.00
3 0
205
3 0
205
Armaturaradier
1 8
3 2
18
3 2
1 8
4 2
18
4 2
Grindasiloz40x50
sus
jos
60 ø 16/15
6 1 ø 1 2 / 1 5
ø 16 / 1 5 6 9 69
5 ø 16 6 9
ø 8 / 15 7 5
76
79
ø 8/15
79 ø 8/15OB37L=1.20m
ø 16 / 1 5 8 0
80 ø 16/15PC52L=2.35m
80 ø 16/15PC52L=2.35m
ø 8 / 15 8 1
81
ø 8 /15OB37L=1.40m
SECTIUNI ARMARE CANAL TEHNOLOGIC SILOZURI
Sectiuniarmarecanaltehnologic silozuri
R"A"05