SS-1-100 Seismic spring mounts have a heavy duty steel spring isolator unit with in built all directional snubbing. This model is designed to withstand a minimum seismic force of approximately 2G at maximum rated loads, making it suitable and safe for most critical applications (including zone 4 areas). Seismic force of 2G is the highest input magnitude ever recorded anywhere in the world. The snubbing element is made of high quality molded neoprene. The housing is made of steel with rugged zinc metallic finish. The springs are galvanized, instead of being painted, to prevent rusting in the long run.
SPECIAL FEATURES
- Built-in levelling device
- Mounting holes furnished as standard
- All Isolators are certified to withstand minimum 1G force
- Spring elements color-coded for easy field verification
|
ISOLATOR MODEL
|
RATED
LOAD
|
RATED DEFLECTION
|
COLOR
|
SEISMIC G' RATING*
|
| |
LBS |
INCH |
MAIN |
STRIPE |
|
|
SS-1-130
|
125
|
1.3
|
Silver
|
Brown
|
48.75
|
|
SS-1-131
|
225
|
1.3
|
Silver
|
Orange
|
26.98
|
|
SS-1-132
|
325
|
1.2
|
Silver
|
Green
|
18.73
|
|
SS-1-133
|
450
|
1.2
|
Silver
|
Red
|
13.49
|
|
SS-1-134
|
600
|
1.2
|
Silver
|
Black
|
10.11
|
|
SS-1-135
|
750
|
1.1
|
Silver
|
White
|
8.09
|
|
SS-1-136
|
900
|
1.0
|
Silver
|
Gray
|
6.74
|
|
SS-1-137
|
1100
|
0.9
|
Silver
|
Blue
|
5.52
|
|
SS-1-138
|
1800
|
1.0
|
Silver
|
Gold
|
3.37
|
|
SS-1-139
|
2500
|
1.0
|
Silver
|
Nil
|
2.42
|
|
SS-1-130-140
|
722
|
1.0
|
Silver
|
Brown
|
8.41
|
|
SS-1-131-140
|
799
|
1.0
|
Silver
|
Orange
|
7.60
|
|
SS-1-132-140
|
896
|
1.0
|
Silver
|
Green
|
6.77
|
|
SS-1-133-140
|
1000
|
1.0
|
Silver
|
Red
|
6.07
|
|
SS-1-134-140
|
1125
|
1.0
|
Silver
|
Black
|
5.39
|
|
SS-1-135-140
|
1307
|
1.0
|
Silver
|
White
|
4.64
|
|
SS-1-136-140
|
1525
|
1.0
|
Silver
|
Gray
|
3.98
|
|
SS-1-137-140
|
1663
|
0.9
|
Silver
|
Blue
|
3.65
|
|
SS-1-138-140
|
2425
|
1.0
|
Silver
|
Gold
|
2.50
|
|
SS-1-139-140
|
3125
|
1.0
|
Silver
|
Nil
|
1.94
|
* G-Rating is based on attachment to steel. For concrete, the rating will be controlled by the attachment methods and the concrete strength.
