Lead Rubber Bearing for Bridge and Construction with High Quality
|FOB Price:||US $150 / Piece|
|Min. Order:||20 Pieces|
|Min. Order||FOB Price|
|20 Pieces||US $150/ Piece|
|Payment Terms:||L/C, T/T|
- Model NO.: KQ-011
- Usage: Earthquake Resistance
- Model Number: Dimension 200-1200mm
- Application: Earthquake Resistance
- Trademark: KANGQIAO
- Specification: As Customer′s Drawing
- HS Code: 40082900
- Certification: ISO9001:2000
- Material: Cr/Nr
- Forming Way: Rubber Layers with Internal Steel Plates
- Material Properties: Cr and Nr
- Transport Package: in Pallets or Wooeden Cases
- Origin: China
sales manager: Ms.nancy Lee
Lead 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.
Vertical bearing capacity: 204kN - 21206kN
Design angle: 0.006rad and 0.008rad
Equivalent damping ratio: >10%
The displacement of the bearing: the design displacement of sliding bearing in bridge axial direction is ±100mm and ± 150mm.
The horizontal displacement of the bridge is ±30mm, and the normal shearing strain is 1.0, and the scale of earthquake is about 2.0.
Friction coefficient :the design friction coefficient of sliding bearing is 0.03.
Applicable temperature range: -40ºC-60`ºC
1. The energy absorption capacity of lead damper
Rubber is a kind of easy pull, press and deformation material. The bearing made only by rubber will deform greatly after loading .Engineering rubber bearing is composed of multilayer thin steel plate and overlay thin rubber. Steel plate has excellent binding effect on rubber vertical deformation for its high vertical compression rigidity. LRB bearing has low tensile rigidity, which is about 1/7 ~ 1/10 of compression rigidity.
2.The horizontal deformation capacity of LBR bearing
The steel plate can restrain the vertical deformation of rubber but has no effect on its horizontal deformation. At the same time, the lead can follow well of the deformation of bearing and absorb the seismic energy. The LRB bearing has stable horizontal property. Due to the existence of lead in LR bearing, it can limit the horizontal deformation of bearing.
3. Durability of LRB bearing
Shock insulation rubble even after 100 years of use, it still can keep its inner rubber intact. After 10 years of use, the properties of LRB bearing are almost unchanged.