ROSTA
2.25
Oscillating Mountings
Oscillating Mountings
Type AU
Art. No.
Type
G [N]
K<2
Md
d
[Nm/°]
A
B
C
D
E
F
H
J
K
L
M
ø N
O
Weight
[kg]
Material
structure
07 011 001
AU 15
100
0.44
50
4
29
20
28
17
50
70
25
40
M10
M10-LH
7
33
0.2
Nodular cast
Light metal casting
Steel welded construction, ROSTA blue painted
07 021 001
AU 15L
07 011 002
AU 18
200
1.32
62
5
31.5
22
34
20
60
85
35
45
M12
M12-LH
9.5
39
0.4
07 021 002
AU 18L
07 011 003
AU 27
400
2.6
73
5
40.5
28
40
27
80
110
45
60
M16
M16-LH
11.5
54
0.7
07 021 003
AU 27L
07 011 004
AU 38
800
6.7
95
6
53
42
52
37
100
140
60
80
M20
M20-LH
14
74
1.6
07 021 004
AU 38L
07 011 005
AU 45
1’600
11.6
120
8
67
48
66
44
130
180
70
100
M24
M24-LH
18
89
2.6
07 021 005
AU 45L
07 011 006
AU 50
2’500
20.4
145
10
69.5
60
80
47
140
190
80
105
M36
M36-LH
18
93
6.7
07 021 006
AU 50L
07 011 007
AU 60
5’000
38.2
233
15
85
80
128
59
180
230
120
130
M42
M42-LH
18
116
15.7
07 021 007
AU 60L
Fixation flange
AU 60
Connection rod
All connection rods have to be provided by the customer. It is
recommendable to use rods with right-hand and left-hand
threaded fixation stubs and also ROSTA AU elements with
right-hand and left-hand threads. In this combination the rock-
er length or center distance can be adjusted infinitely. In using
only right-hand threaded rods, the final length adjustment of
the rockers is less accurate – especially by the fine tuning of
the shaker course it requires an exact length adjustment of all
rocker arms to avoid lateral sliding of the trough.
The center distance A has to be identical by all attached rocker
arms. The depth of thread engagement Z has to be at least
1.5x M.
G = max. load in N per element or rocker, by higher accelerations K, consult chapter 5 on page 2.24.
Md
d
= dynamic element torque in Nm
/°
by oscillation angles
α
±
5
°
in speed range of n
S
= 300 – 600 min
-1
.
Further basic information and calculations on pages 2.22 – 2.24.
B
A
C
L
F
D
E
M
O
K
N
H
J
70
Left-hand thread
Right-hand thread