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Displacement of GPZ Highway Bridge Pot Bearing | ||||||
End Reaction/Type | Maximum Displacementthe longitudinal direction of bridge (mm) | Maximum Displacementthe transverse direction of bridge (mm) | ||||
GD | SX | DX | GD | SX | DX | |
1000–3000 kN | 0 | ±50, ±100 | ±50, ±100 | 0 | ±5, ±10 | 0 |
3500–9000 kN | 0 | ±100, ±150 | ±100, ±150 | 0 | ±10, ±15 | 0 |
10000–30000 kN | 0 | ±150, ±200 | ±150, ±200 | 0 | ±15, ±20 | 0 |
32500–50000 kN | 0 | ±200, ±250 | ±200, ±250 | 0 | ±20, ±25 | 0 |
Physical Properties of Rubber Materials of Bearing | ||||
Item/Rubber Type | Neoprene | Natural Rubber | EPDM | |
Hardness (shore A) | 60 ± 5 | 60 ± 5 | 60 ± 5 | |
Tensile Strength | ≥17.0 | ≥17.5 | ≥15.2 | |
Elongation at Break | ≥400% | ≥400% | ≥350% | |
Brittleness Temperature | ≤-40 °C | ≤-50 °C | ≤-60 °C | |
Constant EN Compression Set(70 °C, 22 h) | ≤20% | ≤25% | ≤25% | |
Resistance of Ozone Aging(Test Condition: 25–50 pphm, 20% Elongation, 40 °C, 96 h) | no cracking | no cracking | no cracking | |
Air Oven Aging Test | Test Condition(°C × h) | 100 × 70 | 70 × 168 | 100 × 70 |
Reduction Rate of Tensile Strength | <15% | <15% | <15% | |
Reduction Rate of Elongation at Break | <40% | <20% | <40% | |
Change of Hardness | <+15 | <+10 | <+10 |
Displacement of GPZ (KZ) Seismic Highway Bridge Pot Bearing | ||||||
Specification/Type | Maximum Displacement the longitudinal direction of bridge (mm) | Maximum Displacement the transverse direction of bridge (mm) | ||||
GD | SX | DX | GD | SX | DX | |
0.8–3 | 0 | ±50, ±100, ±150 | ±50, ±100, ±150 | 0 | ±40 | ±3 |
3.5–9 | 0 | ±100, ±150, ±200 | ±100, ±150, ±200 | 0 | ±40 | ±3 |
10–30 | 0 | ±150, ±200, ±250 | ±150, ±200, ±250 | 0 | ±40 | ±3 |
32.5–60 | 0 | ±200, ±250, ±300 | ±200, ±250, ±300 | 0 | ±50 | ±3 |