Steel Rail Bridge Expansion Joint

Product Details
Customization: Available
Connection: Welding
Type: Modular
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Registered Capital
10000000 USD
Plant Area
>2000 square meters
  • Steel Rail Bridge Expansion Joint
  • Steel Rail Bridge Expansion Joint
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Basic Info.

Material
S355jr,St52
Surface Treatment
Galvanizing, Painting
Customized
Customized
Certification
CE, ISO14001, ISO9001
Warranty
5 Years
Application
Bridge
Transport Package
as Request
Specification
AASHTO
Trademark
Haider
Origin
China
HS Code
7308100000
Production Capacity
1, 000, 000 Meters/Year

Product Description

Steel Rail Bridge Expansion Joint

Haider expansion joints includes single rail type and modular type.

Our expansion joint system allows bridge deck movements while maintaining a smooth watertight riding surface. 

Engineered to last longer than the bridge deck, joints longevity comes from robust steel support system. They combine the strength to resist traffic impacts with the flexibility to accommodate various deck movements. Supported movement range is from 80 to 640 mm.

Our expansion joint system is technically and economically optimized for this movement range and is best choice for great majority of bridges.

With its simple structure in which rubber is put in between rails of steel, it can accommodate expansion and contraction due to temperature loads or impact loads of a bridge by virtue of expansion and contraction of the rubber.

With its support box bearing, the conventional assembled rail was improved to a monolithic rail, so this product has durability and stability improved over cumulative fatigue and has excellent waterproofing properties.

Steel Rail Bridge Expansion Joint



Steel Rail Bridge Expansion Joint



 
Standard  JT/T4-2004 BS5400 Section 9.2 
Rubber Natural Rubber Neoprene
CR
Natural
Rubber
Neoprene
CR
Hardness(IRHD)  60±5 60±5 50±5/60±5/70±5
Tensile Strength (M Pa)≥
 
18 17 17 15.5
Ultimate Elongation (%)≥
 
450 400 450/400/350 400/350/300
Compression Set 70 o C×22h 70 o C×22h 100 o C×22h
<30 <15 <30 <35
Heat Resistance Test Condition 70 o C×168h 100 o C×70h 70 o C×168h 100 o C×48h
Change in Hardness -5,+10 0,+10 <10 <15
(IRHD)
Rate of Tensile Strength Reduction(%) <15 <15
Rate of Ultimate <20 <40 <20 <40
Elongation Reduction
(%)
Ozone Resistance 25~50pphm,20% strain 25~50pphm,20% strain
40 o C×96h 30 o C×96h
 No Cracks No Cracks

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