Neoprene Bearing Pads
(MORTH & R.D.S.O, DGS &D APPROVED)

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Advantage Of Neoprene Elastomeric Brearing Pad

AS efficient bearing plates for pre- cast, pre-stressed concrete or steel beams In Bridges and building, neoprene pad- plane and laminated –Manufactured By Siddhi permits a smooth and uniform transfer of load from the beam to the Substructure and allow beam rotation at the bearing. Due to deflection of the Beam under load. They further allow lateral and longitudinal movement of the Beam Caused by thermal forces. Neoprene pads have no moveable parts and Thermal Expansion and contraction are absorbed by the pads enable to give And take in Shear .There is no sliding motion Between Pad and beam or between Pad and Abutment.

Quality Control

Lab is equipped with latest instruments like Tensile, IRHD hardness Tester, tension set Apparatus, Air oven, Muffle furnace humidity Chamber, high voltage tester, Bi-Axial testing Machine, all instruments are calibrated from. NABL certified lab

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Neoprenebear

Physical Properties as per standard
IRC-83(part- II)
With Steel Lamination

Physical Properties as per standard
IASTMD-15(Part B)
without Lamination

SL. NO. TYPE OF TEST UNIT SPECIFIED UNIT SPECIFIED DURO 50 SPECIFIED DURO 60 SPECIFIED DURO 70
1. Tensile Strength (ASTMD-412) Kgf/cm2 MPA 175 Min Kgf/cm2 Psi 175 2500(17 Mpa) 175 2500(17 Mpa) 175 2500(17MPA)
2. Elongation at break (ASTMD-412) % 400 min % 450 400 300
3. Hardness (ASTDM-2240) Shore –A 60±5 Duro Meter 50±5 60±5 70±5
4. Compression Set (ASTDM-395) % 35 max 1000 Cx22HRS % 700 Cx22HRS 25 Max 25 Max 25 Max
5. Aging test (ASTDM-573)
at 1000
For Hour
a. change in tensile strength
b. change in elongation
c. change in hardness
%
%
Shore-A
-15 Max
-40 Max
+15
%
%
Duro Meter
±15 Max
±40 Max
±15 Max
±15 Max
±14 Max
±15 Max
±15 Max
±14 Max
±15 Max
6. Adhesion Test KN/mtr 7 min - - - -
7. Shape Factor - - 6-12 - - -
8. Tear Resistance (ASTDM 624) - - Kgf/cm2 45 min 45 min 45 min
9. Ozone resistance (ASTDM1149)
At (1ppm in air by volume/20%)
Strain/38+1
0 c)100 hours
- No crack - No Crack No Crack No Crack
10. Low temperature stiffness at (-4.40 C young’s modulus (ASTDM-797) - - Kgf/cm2 700
10,000
700
10,000
700
10,000
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Bi-Axial Testing Machine

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Calendaring Machine

Neoprene Bearing Pad

Technical Data Sheet:

PLAN DIMENSION SHOULD BE AS PER SERIES

lo overall length
bo over all width
l Effective length (excluded side cover)
b Effective width (excluded side cover)
c Thickness of side cover
h Total height of elastomer
hs Thickness of steel plate
hi Thickness of elastomer
he Thickness of top/bottom elastomer
n .No of layers of elasstomer

Total thickness of Bearing pad
H=n. Hi+2. He+(n+1).Hs

1. lo/bo<2
2. hi(mm)
(Thickness of polymer)
8 10 12 16
3. hs(mm)
(Thickness of steel plate)
3 3 4 6
4. C(thickness of side cover) 6
5. S(shape factor) 6 to 12
Size Effective Area Ax10-4mm Max. Loan Nmax KN Min. Loan At20 MpaKN Polymer Thickness hi(mm) No. of Layers Total Height h(mm) Shape Factor S Elastic Modulus Mpa Shear Modulus kgf/cm 2 Hardnew Store-A
200x350 6.35 635 127 8 4 40 7.91 325 217 9.22 57
250x300 6.85 685 137 8 5 48 8.14 342 228 342 228 56
250x400 9.23 923 185 10 4 50 7.37 286 190 9.25 57
250x500 11.16 1161 232 10 4 50 8.00 334 222 9.15 56
300x400 15.00 117 223 10 4 60 8.26 353 235 9.30 57
320x500 15.00 1500 300 10 5 60 9.44 444 293 9.65 60
350x450 14.80 1480 296 12 5 72 7.95 328 218 9.4 59
300x600 16.93 1693 339 10 5 60 9.66 461 308 9.22 57
400x400 15.05 1505 301 12 5 72 8.08 342 228 9.65 60
450x500 18.93 1893 379 12 5 72 9.00 406 270 9.42 59
400x800 30.60 3100 600 12 5 72 10.83 534 356 9.35 58
550x550 28.94 2900 579 12 5 72 11.20 574 382 10.55 62