Laminated Bridge Bearing Pad

Laminated Bridge Bearing Pad:

The Laminated Bridge Bearing pad is currently utilized in Extensions, Flyovers, Structures, Railroads, and Atomic Power Reactor Plants because of their prevalent working exhibitions. According to client requests and the prerequisites of tasks, we can convey Elastomeric Course in state of chamber, squares or square shape. Our Elastomeric Course are outmaneuver in every single viewpoint as per the guidelines of AASHTO M-251, EN-1337-3, BS-5400, KS-4420, Racket 4141 to meet the prerequisites of our clients.

Types of Bridge Span:

Obviously, the bearing pad can be separated into elastomeric bearing pad and covered elastic bearing pad as indicated by various internal construction: elastomeric bearing pad and overlaid elastic bearing pad. The elastomeric bearing pads are strong blocks of elastic with practically no steel support plates, which are not utilized in spans. In this point, we will present you the presentation, structure, grouping, creation line, elements and applications about covered elastic bearing. Simply allude to them and find out about items and our organization. On the off chance that you really want altered items, Contact our expert agents, they will give you fulfilled idea.

Introduction:

The manufacturing process involves laminating several layers of regular elastic and embedding built-up steel through sulfuration and grip to create the bridge bearing pad. Covered elastic orientation have sufficient firmness and versatility to move all heap on span length design to wharf. Extra, it can bear the level relocation, pivot and change brought about by load.

The overlaid elastic bearing pads can decrease the dock vibration and oblige the flat development on the scaffold range structure brought about by the temperature changing and warm extension.

Material IRHD Hardness Tensile Strength Elongation at Break Compression Set
Shore A min. psi min. max.
Nature rubber 50 45-55 2500 450% 25%
60 55-65 2500 400% 25%
70 65-75 2500 350% 25%
Neoprene 50 45-55 2250 400% 35%
60 55-65 2250 350% 5%
70 65-75 2250 300% 5%

 

Structure:

The laminated elastic bearing pad divides into standard overlaid bearing pads and sliding laminated bearing pads.

  • The production of standard laminated elastic bearing pads involves using regular or chloroprene elastic and reinforcing them with steel plates.
  • To create sliding laminated bearing pads, manufacturers use regular or chloroprene elastic, reinforced steel plates, and incorporate a Teflon sliding plate.

Classification:

As overlaid elastic scaffold bearing has such countless sorts including standard and modified types. They can be picked by various grouping

As per the utilizing condition

  • Typical temperature laminated elastic bearing. Chloroprene elastic (CR), suitable for temperature applications ranging from -25 °C to +60 °C, constitutes its composition.
  • Cold safe overlaid elastic bearing.Regular elastic (NR), capable of performing well in temperatures ranging from -40 °C to +60 °C, makes up its composition.
  • As indicated by the construction
  • Round shape overlaid elastic bearing.
  • Rectangular shape overlaid elastic bearing.
  • As per sliding sort
  • Fixed type. It alludes to the standard overlaid elastic bearing without sliding execution.
  • Sliding sort. Planners incorporate Teflon (PTFE) board on the top surface for sliding.

Features:

  • Phenomenal convenience for level development.
  • Low grating coefficient.
  • Retain vibrations and seclude sounds.
  • Simple to introduce.
  • Finished items for reasonable relocation prerequisites.
  • It can withstand utilization in very low temperatures.

Application:

  • Laminated bearing pad is appropriate for the scaffold which range is no bigger than 30 m and needs little removal.
  • The rectangular covered bearing pad is appropriate for right scaffold.
  • Round Laminated bearing pad is appropriate for bended scaffold, segment wharf span or slant span.
  • Teflon laminated bearing pad is appropriate for enormous range, multi-length nonstop pillar and just upheld bar and other huge removal spans.

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