When manufacturing tire cord (for example, in steel-belt radial tires), they use ultra-thin Ultra Strong Steel Strands to enhance the strength of the tires. With these steel wires inside, the tire is not so easy to be punctured, and the whole thing is not easy to deform and fall apart.
They are made of high-carbon steel and undergo a special brass coating treatment, which helps them adhere to the rubber. In the tire industry, our prices are very competitive, and if you sign a yearly contract, you will receive rewards based on the purchase volume. The brass coating gives them a distinct golden yellow color.
We use safe, moisture-proof packaging and fast transportation methods to meet the continuous production needs. We use advanced spectroscopic analysis and testing to check the quality to ensure they can bond firmly together.
For special architectural applications - such as tension structures or suspended systems for glass walls - Ultra Strong Steel Strands are used because they are sturdy and aesthetically pleasing. They can have various surface treatments, including stainless steel or custom colors.
The prices of our architectural projects are competitive. If you place a large order at one time, you can also enjoy a discount. We collaborate with professional art logistics companies to ensure they are delivered carefully and on time.
Precision packaging ensures undamaged delivery. We thoroughly inspect each wire for surface quality and dimensions, and apply custom protective coatings to prevent scratches and damage. Our commitment to quality is well documented, with certification readily available.
Beyond standard uncoated Ultra Strong Steel Strands, we offer advanced corrosion protection. We provide hot-dip galvanized Ultra-Strong Steel strands for aggressive environments and epoxy-coated Ultra-Strong Steel strands (fusion-bonded epoxy) for exceptional resistance to chlorides and chemicals. This ensures the longevity of your Ultra-Strong Steel strands in challenging applications like marine platforms or coastal bridges.
|
Steel Strands |
Cross-sectional area |
Nominal tensile strength |
Approximate weight |
|||
|
Nominal diameter |
Allowable Deviations |
1570 |
1670 |
1770 |
||
|
Minimum breaking force |
||||||
|
0.90 |
+2 -3 |
0.49 |
|
|
0.80 |
0.40 |
|
1.00 |
0.60 |
|
|
0.98 |
0.49 |
|
|
1.10 |
0.75 |
|
|
1.22 |
0.61 |
|
|
1.20 |
0.88 |
|
|
1.43 |
0.71 |
|
|
1.30 |
1.02 |
|
|
1.66 |
0.83 |
|
|
1.40 |
1.21 |
|
|
1.97 |
0.98 |
|
|
1.50 |
1.37 |
|
2.10 |
|
1.11 |
|
|
1.60 |
1.54 |
|
2.37 |
|
1.25 |
|
|
1.70 |
1.79 |
|
2.75 |
|
1.45 |
|
|
1.80 |
1.98 |
|
3.04 |
|
1.60 |
|
|
1.90 |
2.18 |
|
3.35 |
|
1.76 |
|
|
2.00 |
2.47 |
|
3.79 |
|
2.00 |
|
|
2.10 |
2.69 |
|
4.13 |
|
2.18 |
|
|
2.20 |
2.93 |
|
4.50 |
|
2.37 |
|