Argal TMR 06.10 Gunakan Manual - Halaman 17
Jelajahi secara online atau unduh pdf Gunakan Manual untuk Pompa Air Argal TMR 06.10. Argal TMR 06.10 20 halaman.
MOTOR 50 HZ
Model TMR
Execution
N
Version
W
R
IEC frame
71
KW
0.55
NEMA frame
HP
¾
noise dB (A)
vibration mm/s
DeA (BSP-NPT)
DeM (BSP-NPT)
DnA (mm-Inch)
DnM (mm-Inch)
Senza motore
3
3F-2p
10
3F-4p
11
E-exd –2p
18
E-exd –4p
23
1F
12
Loads (ports-section)
Dynamic loads (base)
Max. Head ( m )
Max. Capacity ( m3/h )
Max. NPSH req. mc.l
MOTOR 60 HZ
Model TMR
N
Execution
Version
W
R
IEC frame
80A
KW
0.75
NEMA frame
HP
1
noise dB (A)
vibration mm/s
DeA (BSP-NPT)
DeM (BSP-NPT)
DnA (mm-Inch)
DnM (mm-Inch)
Senza motore
3
3F-2p
11
3F-4p
12
E-exd –2p
23
E-exd –4p
23
1F
14
Loads (ports-section)
Dynamic loads (base)
Max. Head ( m )
Max. Capacity ( m3/h )
Max. NPSH req. mc.l
Dimensions in mm
Weight and loads in kg
Centre of gravity along the motor axis, in the middle of dimension -L-
The INSTRUCTION MANUAL must be delivered to the pump-user , who takes diligent note
of it, fills in data for Maintenance Department (page 1), keeps the file for subsequent
reference.
Possible modifications do not imply updating of the existing manuals
MANUALE D'USO ROUTE - rev. 2 – 10/01
06.10
P
S
N
G
W
G
W
G
W
G
W
F
R
F
R
F
R
F
R
80A
80B
80A
0.75
1.1
0.75
56
56
1
1½
1
45
1 ½''
1 ¼''
40 - 1 ½''
40 - 1 ½''
32 - 1 ¼''
32 - 1 ¼''
4
3
4
3
4
3
4
11
11
12
13
14
11
12
13
12
12
13
15
16
12
13
15
19
23
24
23
24
23
24
23
24
23
24
33
34
23
24
33
13
14
15
17
18
14
15
17
13
17
07.11
P
S
N
G
W
G
W
G
W
G
W
F
R
F
R
F
R
F
80B
90S
80B
1.1
1.5
1.1
56
145
143
1½
2
1 ½
45
1 ½''
1 ¼''
40 - 1 ½''
40 - 1 ½''
32 - 1 ¼''
32 - 1 ¼''
4
3
4
3
4
3
4
12
13
14
16
17
13
14
16
13
15
16
19
20
15
16
19
24
23
24
33
34
23
24
33
24
33
34
33
34
33
34
33
15
17
18
20
21
17
18
20
15
14
10.10
10.15
P
S
N
P
G
W
G
W
G
W
F
R
F
R
F
R
80B
90S
80B
90S
1.1
1.5
1.1
1.5
145
143
1 ½
2
1½
2
50
50
1 ½''
1 ½''
1 ¼''
1 ¼''
40 - 1 ½''
32 - 1 ¼''
3
4
3
4
3
4
3
14
16
17
13
14
16
16
19
20
15
16
19
24
33
34
23
24
33
34
33
34
33
34
33
18
20
21
17
18
20
Max. single strength value F(x;y;z) = 2,5
6,5
18
32
20
6
07.14
11.15
P
S
N
P
G
W
G
W
G
W
R
F
R
F
R
F
R
90S
90L
90S
90L
1.5
2.2
1.5
2.2
145
145
2
3
2
3
50
55
1 ½''
1 ½''
1 ¼''
1 ¼''
40 - 1 ½''
32 - 1 ¼''
3
4
3
4
3
4
3
17
19
20
16
17
19
20
25
26
19
20
25
34
33
34
33
34
33
34
43
44
33
34
43
21
26
27
20
21
26
Max. single strength value F(x;y;z) = 2,5
6,5
16
21
18
23
16.15
S
N
P
G
W
G
W
G
W
G
W
F
R
F
R
F
R
F
90L
90S
90L
2.2
1.5
2.2
145
145
3
2
3
55
1 ½''
1 ¼''
40 - 1 ½''
32 - 1 ¼''
4
3
4
3
4
3
4
17
20
21
16
17
20
21
25
20
26
27
19
20
26
27
28
34
34
35
33
34
34
35
44
34
44
45
33
34
44
45
44
21
27
28
20
21
27
28
35
25
32
11.23
S
N
G
W
G
W
G
W
F
R
F
R
F
R
100
90L
100
3
2.2
184
145
184
5
3
60
1 ½''
1 ¼''
40 - 1 ½''
32 - 1 ¼''
4
3
4
3
4
3
20
25
26
19
20
25
26
28
29
25
26
28
34
44
45
33
34
44
44
44
45
43
44
44
27
35
36
26
27
35
27.5
26
© Copyright 2001 - ARGAL srl
Draw and text total or partial duplication
16.20
S
N
P
G
W
G
W
G
R
F
R
F
R
F
100L
90L
100L
3
2.2
3
184
145
184
5
3
5
55
1 ½''
1 ¼''
40 - 1 ½''
32 - 1 ¼''
3
4
3
4
3
4
26
20
21
25
26
29
26
27
28
29
45
34
35
44
45
45
44
45
44
45
36
27
28
35
36
11
40
8
17.25
P
N
G
W
G
F
R
F
112
3
4
184
5
5
60
1 ½''
1 ¼''
40 - 1 ½''
32 - 1 ¼''
4
3
4
26
32
33
29
33
34
45
69
70
45
69
70
36
35
36
11
35
29
is prohibited
17