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Grooved Rubber Pad for Railway
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| The rubber pad is an important part of the track structure. It is installed between the steel rail and the concrete sleeper. The main function is to buffer the high-speed vibration and impact generated when the vehicle passes through the rail, protect the subgrade and sleeper, and electrically insulate the signal system. In addition, since the rubber pad is exposed to the atmosphere for a long time, it must have good natural aging, cold resistance, and heat resistance. The rubber pad for the subway is necessary to have good shock absorption and low noise performance. | Railway Rubber Crossing Plate applies to railway and highway level crossings, urban light rail circular line level crossings, station platforms, station luggage aisle, freight yard, depot maintenance workshop internal and external dedicated lines, enterprise, mine dedicated railway, and highway level crossings. The Railway crossing pad is the throat part of railway and highway transportation. For many years, asphalt and concrete auxiliary surfaces have been chiefly used for crossing. |
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| Reinforced Rubber Rail Pads have been specially designed for the soft mounting of crane rails, being mounted either continuously on steel, or mixed on concrete and steel, along with Gantrail or Gantrex fixing clips. They are manufactured as a vulcanized synthetic elastomer strip, reinforced with a steel strip. The upper face is grooved. The design reduces the wear of the rail and its support: - absorb the uneven surfaces. - improve the contact between rail and support. They are especially resistant to wear, shear, crushing, oil, greases, oxygen, and ultraviolet rays. Designed for service temperatures from -25ºC to 100ºC. For other temperatures, please consult us. Reduce noise and vibration:
Noise: typical reduction of 10% in dbA levels. Vibrations: typical reduction of 48%.
Material Characteristics:
1. Composition: synthetic elastomer reinforced with a steel strip.2. Shore hardness: 75°A ± 5°. 3. Tensile strength: 12.5N/mm² as supplied - 10.5 N/mm² after ageing. 4. Elongation: 250% as supplied -200% after aging. 5. Permanent deformation: <5% as supplied - <20% after aging. |
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