ROSTA
2.27
Oscillating Mountings
S
E
K
A
A
B
D
K
G = max. load in N per rocker, by different K consult chapter 5 on page 2.24.
c
d
= dynamic spring value 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.
AD-P /
AD-PV
AD-C
Double Rockers
K
F
H
D
E
K
B1
A
A
C
B
AD-PV
AD-P
Type AD-PV with inverted flange
for flange
fixation
for frictional
center connection
Art. No.
Type
G [N]
K=2
K=3
c
d
[N/mm]
A
B
B1
C
D
E
ø F
H
K
Weight
[kg]
Material structure
07 111 001
AD-P 18
150
120
23
100
62
–
–
68
5
60
85
9.5
35
40 x 20
1.2
Steel welded
constructions,
ROSTA blue painted
07 121 001
AD-PV 18
07 111 002
AD-P 27
300
240
31
120
73
–
–
80
5
80
110
11.5
45
55 x 34
2.6
07 121 002
AD-PV 27
07 111 003
AD-P 38
600
500
45
160
95
–
–
104
6
100
140
14
60
70 x 50
5.0
07 121 003
AD-PV 38
07 111 004
AD-P 45
1’200
1’000
50
200
120
–
–
132
8
130
180
18
70
80 x 40
8.5
07 121 004
AD-PV 45
07 111 005
AD-P 50
1’800
1’500
56
250
145
–
–
160
10
140
190
18
80
90 x 50
12.9
07 121 005
AD-PV 50
Art. No.
Type
G [N]
K=2
K=3
c
d
[N/mm]
A
B
D
– 0.3
ø E
K
S
Weight
[kg]
Material structure
Inner square
Housing
07 101 001
AD-C 18
150
120
23
100
50
55
13
0
– 0.2
40 x 20
18
0.8
Light metal
profile
Steel welded
construction,
ROSTA blue
painted
07 101 002
AD-C 27
300
240
31
120
60
65
16
+ 0.5
+ 0.3
55 x 34
27
1.8
07 101 003
AD-C 38
600
500
45
160
80
90
20
+ 0.5
+ 0.2
70 x 50
38
4.1
07 101 004
AD-C 45
1’200
1’000
50
200
100
110
24
+ 0.5
+ 0.2
80 x 40
45
6.1
0
26
24
22
20
18
16
14
12
10
8
6
4
2
0
0 1
2
3
4
5
6
Eccentric radius R [mm]
Angle of oscillation
α
±
[
°
]
AD 50
AD 38
AD 27
AD 18
AD 45