BAOLI HDR rubber bearing is composed of alternating laminations rubber layers and vulcanized steel plates (shims), bonded together to provide vertical rigidity and horizontal elasticity.
The vertical stiffness ensures that the isolator will support the weight of the structure, while the horizontal flexibility translates the destructive horizontal vibration into a gentle motion.
Since the steel plates are completely embedded in the elastic material, they are sealed and thus prevent corrosion. The devices are manufactured with rubber vulcanized to the top and bottom connection plates. The bearings can also be supplied with additional anchor plates, allowing easier replacement of device in case of maintenance needs.
Design principle
The working principle of BAOLI high damping rubber bearing is the isolation of the base and the transfer of energy from the ground to the structure during an earthquake. Rubber and steel laminate supports are designed to support the weight of the structure and provide flexibility after yielding. After the earthquake, the rubber provides isolation and re-centring of the bearings, while reaching higher damping of up to 16%.
Types
Fixed type
1-top anchor plate ; 2-top steel plate; 3-top connection plate; 4-screw; 5-elastomer; 6-reinforced steel plate; 7-sleeve; 8-anchor bolt; 9-rubber cover; 10-bottom connection plate; 11-bottom steel plate; 12-bottom anchor plate.
Free type
1-anchor bar; 2-top anchor plate ; 3-top steel plate; 4-stainless steel plate; 5-PTFE or UHMWPE; 6-bottom steel plate; 7-rubber cover; 8-reinforced steel plate; 9-elastomer.
Material
elastomer
The elastomeric used in the manufacturing of lead rubber bearing should be specified in the project documentation as either natural rubber (NR) or chloroprene rubber (CR) as the raw polymer.
Physical and mechanical propertied of elastomer
Characteristics | Requirements | Test Methods | |||
G Modulus (MPa) | 0.7 | 0.9a | 1.15 | ISO | Equivalent national standard |
Tensile Strength (MPa)
Molded Test Piece Test Piece from Bearing Minimum elongation at break(%) Molded Test Piece Test Piece from Bearing |
≥16 ≥14
450 400 |
≥16 ≥14
425 375 |
≥16 ≥14
300 250 |
ISO 37
type2 |
GB/T
528-1998(Type 2) |
Minimum Tear Resistance(KN/m)
CR NR |
≥7 ≥5 |
≥10 ≥8 |
≥12 ≥10 |
ISO 34-1
Trouser (Method A) |
GB/T 529-1999
(Pants type) |
Compression Set(%)
24h; 72℃ |
CR ≤15 NR≤30 |
ISO 815
φ29×12.5mm, Spacer: 9.38mm,-25% |
GB/T
7759-1996 |
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Accelerated Ageing
(Maximum change from unaged value) -Hardness(IRHD) NR 7 d , 70℃ CR 3 d, 100℃ -Tensile strength(%) NR 7 d , 70℃ CR 3 d, 100℃ -Elongation at break(%) NR 7d , 70℃ CR 3d, 100℃ |
-5+10 ±5
±15 ±15
±25 ±25 |
ISO 48
ISO 188 |
GB/T
6031-1998 GB/T 3512-2001 |
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Ozone Resistance
Elongation: 30% – 96h 40℃±2℃ NR 25pphm CR 100pphm |
No cracks | ISO 1431-1 | GB/T 7762-2003 |
Automatic milling rubber production line
Steel plates
Reinforcing plates, the top and bottom steel plates, connection plates are made from rolled carbon steel conforming to EN10025, EN10083, and EN10088/SHTOA36 or A570.
Anchor system
BAOLI LRB are equipped with anchor plates to facilitate the connection to the lower and upper concrete structures. Alternatively, the bearing can be prepare for connection to steel structures.
Applicable standards
Quality control at BAOLI
Refer to Lead rubber bearing
Application
BAOLI LRB used in bridges, highways, building and other constructions.
Advantage
wooden case with PE films and pearl cotton(as per customer’s need)
QUOTES
The follow detailed are necessary to provide you with a quote:
If the size has already been ascertained:
-Max. bearing dimension : length, wide, thickness
-Material quality: CR/ NR
Otherwise, please provide us with the follow information, so that we can calculate and provide your desired lead rubber bearing:
-Vertical load: (maximum and minimum)
-Displacement
-Bearing rotation
-Bearing shape: (round or rectangular)
-Contact surface(steel or concrect)
-Maximum dimensions(when space for bearing is limited)
Quotes are processed immediately and delivered promptly.