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Product description and Technical Specification
TECHNICAL DATA
Vibration insulation
Protrack Set
Left and right side profile for rail systems. produced using fibres and granules of SBR
rubber (Styrene Butadiene Rubber) or EPDM rubber (Ethylene Propylene Diene
Monomer) selected and compacted using polyurethane glue by pressing process; 750
mm lenght, 800-900 kg/m³ density.
• Acoustic and electric insulation
• Easy to lay, to substitute and to maintain
• Protection of pavements for single or crossing tracks
Vibration insulation in railways and tramways
– Vibration and acustic rail insulation – Protection against corrosion of the rails
AREA OF APPLICATION
≥ 10⁸
B2Inflammability DIN 4102
UNI 5572 Ω x cm
± 10%
Tolerance
± 10%
Shore A
> 50%
70
< 1%
± 5%
The base (B) and height (H) depends on the type of rail
Unit
MN/m/m 43 62
M H
± 1%
Hardness
Electrical resistance
TECHNICAL CHARACTERISTICS
Stiffness characteristic
Water absorption
DIN 53455
ASTM D2240
Norm
DIN 52103/A
DIN 52104/B
– Vibration and acustic rail insulation
– Electric rail insulation
– Protection against corrosion of the rails
– Junction between track and road
Frost strength test with water
Elongation at break
≤ 2%
PHYSICAL CHARACTERISTICS
Length (L)
Density
Colour
M H Tolerance
800 900
black
750mm
Unit
kg/m³
REV ITA
Isolgomma Srl, Via dell'Artigianato Z.I., 36020 Albettone (VI), tel. 0444790781, fax 0444790784, [email protected], www.isolgomma.com
The suggestions and technical information given above represent our knowledge regarding the properties and the product’s uses. ISOLGOMMA reserve the right to modify or update this data without prior notice. This
document is the property of ISOLGOMMA and all rights are therefore reserved
1/429/10/2012 ; 19/06/20131,0 ; 2.0PRG-MOD. 15
Vibration insulation
TECHNICAL DATA Protrack SetVibration insulation in railways and tramways
Vertical dynamic stiffness - Embedded system inclination 38,6°
Loa
d (
kN
)
2
4
6
8
10
12
14
16
UNI 11059 - UNI 10570
UNI 11059
Fatigue Test
9,28% < 25%
9,28% < 25%
Variation of the static stiffness post fatigue
Variation of the dynamic stiffness post fatigue
kd vertical
Loa
d (
kN
)
Vertical hysteresis cycles to 3 Hz
kd vertical = 15,42 kN/mm Deflection (mm)
kd lateral
Cycles
Dy
na
mic
sti
ffn
ess
(k
N/m
m)
Lateral dynamic stiffness - Embedded system inclination 38,6°
0
2
4
6
8
10
12
14
16
-0,6 -0,4 -0,2 0,0 0,2 0,4 0,6
0
1
2
3
4
5
6
7
8
9
10
11
12
-1,5 -1,0 -0,5 0,0 0,5 1,0 1,5
0
5
10
15
20
25
0 1000000 2000000 3000000
REV ITA29/10/2012 ; 19/06/2013
Deflection (mm)
Isolgomma Srl, Via dell'Artigianato Z.I., 36020 Albettone (VI), tel. 0444790781, fax 0444790784, [email protected], www.isolgomma.com
3/4PRG-MOD. 15
Vertical hysteresis cycles to 3 Hz
kd lateral = 4,82 kN/mm
1,0 ; 2.0
0
2
4
6
8
10
12
14
16
-0,6 -0,4 -0,2 0,0 0,2 0,4 0,6
0
1
2
3
4
5
6
7
8
9
10
11
12
-1,5 -1,0 -0,5 0,0 0,5 1,0 1,5
0
5
10
15
20
25
0 1000000 2000000 3000000