Company Information
Member Since 13 Years
Nature of Business Retailer
GST No. 27ABEPT9026G1ZEAsk for more detail from the seller
Contact Supplier
Approved by Ministry of Road Transport & Highways (MORTH ) and RDSO Kanta Fiex Elastomeric Elastomeric Bridge Bearings are designed-and manufactured as per IRC: 83 (part II) - 1987 with its latest amendments, to meet the requirements of Mosrt &.H Specification for road & Bridge Works to Section No : 2000 T0 Clause NO : 2005 (Electrometric Bearing) : and to international Union of Railways Code No. U (C 772 R (Use of Rubber Bearings for Railways Bridges). It consists of one or more internal layers of elastomeric bonded to internal steel laminates shall be cast as single unit in a mould and vulcanised under heat & pressure, to cater for translation or rotation of the superstructure by elastic deformation. The raw elastomer used in Bearings are poly-Chloroprene. either of Brands: Neoprene WRT, Bayprene 110, skyprene B 5. &.. Denka S- 40V in order to have low crystallization rate and adequate shelf life.
The content of the Poly Chloroprene in the Bearing is not less than 60% and the ash content shall be less than 5%. The Steel laminates used in the Bearings shall meet the specification of IS : 2062.
Techinacal Data of Bearings
Properties
| Characteristics | Unit | Values | Testing std. |
|---|---|---|---|
| Hardness | Shore A | 60 to 65 | IS : 3400 (Part II) |
| Tesile Strength, Minimum | M Pa | 17 | IS : 3400 (Part I) |
| Elongation at break ; Minimum | % | 400 | IS : 3400 (Part I) |
| Compression set, Maximum | % | 30 | IS : 3400 (Part X) |
| Accelerated Ageing | -- | -- | IS : 3400 (Part IV) |
| Change in Hardness | Shore A | + 15 | -- |
| Change in Tensile Strength | % | - 15 | -- |
| Change in Elongation | % | - 30 | -- |
| Adhesion Strength, Minimum | Kn/m | 7 | IS : 3400 (Part XIV) |
| Resistance of Ozone | -- | No defect | IS : 3400 (Part XX) |
Connect with us
For Buyer 
For Seller 
Help 
Ravi Nagar, Nagpur, Maharashtra 
Send Enquiry