Lead Core Rubber Bearing & Lead Elastomeric Bearing with CE Certificate

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Haider Construction Engineering Materials Factory

VIP   Audited Supplier 13 years
Profile Certified by SGS/BV
  • Jiangsu, China
  • Gines (Mr.)  
    Manager
LRB
Transportation
CCC, CE, ISO
Yes
Neoprene or Natural Rubber
Construction, Building,Bridge
Rounded and Rectangle
D100-D2000mm
HD
as Request
LRB
China
Product Description
Lead Core Rubber Bearing & Lead Elastomeric Bearing with CE Certificate

Lead Core Rubber Bearing consist of a laminated rubber and steel bearing with steel flange plates for mounting to the structure. 90% of our isolators have an energy dissipating lead core.

The rubber in the isolator acts as a spring. It is very soft laterally but very stiff vertically. The high vertical stiffness is achieved by having thin layers of rubber reinforced by steel shims. These two characteristics allow the isolator to move laterally with relatively low stiffness yet carry significant axial load due to their high vertical stiffness. The lead core provides damping by deforming plastically when the isolator moves laterally in an earthquake.

Isolators from 200 to 1200 mm in diameter and capacities of up to 3000 tons are
manufactured. Custom dimensions are available for special applications.

The shims for isolators are cut to exacting tolerances by laser. The steel mounting plates are machined by computer controlled milling machines that give high production throughput and accuracy. Molding each bearing takes 8 to 48 hours depending on the size of the bearing. The curing phase is continuously monitored to ensure that the rubber is uniformly cured throughout the bearing



 
Standard JT/T4-2004BS5400 Section 9.2 
RubberNatural RubberNeoprene
CR
Natural
Rubber
Neoprene
CR
Hardness(IRHD) 60±560±550±5/60±5/70±5
Tensile Strength (M Pa)≥18171715.5
Ultimate Elongation (%)≥450400450/400/350400/350/300
Compression Set70oC×22h70oC×22h100oC×22h
<30<15<30<35
Heat ResistanceTest Condition70oC×168h100oC×70h70oC×168h100oC×48h
Change in Hardness-5,+100,+10<10<15
(IRHD)
Rate of Tensile Strength Reduction(%)<15<15
Rate of Ultimate<20<40<20<40
Elongation Reduction
(%)
Ozone Resistance25~50pphm,20% strain25~50pphm,20% strain
40oC×96h30oC×96h
 No CracksNo Cracks
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