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| Categories | GFRP Rebar |
|---|---|
| Brand Name: | SupFRP |
| Model Number: | ReB-20 |
| Certification: | ISO, SGS, NATA |
| Place of Origin: | Jiangsu, China |
| MOQ: | 3 meters |
| Price: | 1 - 30 USD |
| Payment Terms: | L/C, T/T |
| Supply Ability: | 50,000 meters per month |
| Delivery Time: | 1 to 6 weeks |
| Packaging Details: | Packed in bundle with package paper. |
| Name: | SupFRP ReB-20 Fiberglass Rebar |
| O.D. (mm): | 23 |
| Ultimate Strain: | 2.0% |
| Tensile Load (kN): | 314 |
| Tensile E-Modulus (GPa): | 50 |
| Cross Sectional Area (mm2): | 314 |
| Unit Weight (Kg/m): | 0.79 |
| Length (m): | Any length and shape as customized |
Concrete Shortcrete 20mm Threaded Fiberglass GFRP Rebar In Building
Features
The SupFRP® GFRP Reinforcement Rebar is made of high quality corrosion resistant resin and fiber glass materials. Traditionally, the preferred system for concrete reinforcement has been steel. However, corrosion of reinforcement steel is a main cause of concrete structures failure.The GFRP Reinforcement Rebar can be used both for permanent applications and temporary application.
Applications
1. Soft-eye excavation
2. Infrastructural buildings
3. Bridge decks
4. Sea walls
5. Port aprons
6. Precast elements
7. Foundations
Advantages
1. High corrosion resistance for permanent application
2. Excellent bonding with concrete
3. High tensile strength
4. Non-conductive
5. Non-magnetic
6. Easy cutting-cost-effective
7. Wide range of shapes
Technical data
| GFRP Reinforcement Rebar | ReB-20 | ReB-22 | ReB-25 | ReB-28 | ReB-30 | ReB-32 | ReB-36 | ReB-40 |
| Outside Diameter (mm)*1 | 23 | 25 | 28 | 32 | 34 | 36 | 41 | 45 |
| Guaranteed tensile load (kN) | 314 | 380 | 491 | 555 | 636 | 720 | 867 | 1006 |
Nominal Cross sectional area (mm2)*2 | 314 | 380 | 491 | 616 | 706 | 800 | 1020 | 1257 |
| Tensile Strength (Mpa) | 1000 | 1000 | 1000 | 900 | 900 | 900 | 850 | 800 |
| Ultimate Strain | 2.00% | |||||||
| Tensile E-Modulus (GPa) | 50 | |||||||
| Weight (kg/m) | 0.79 | 0.97 | 1.20 | 1.56 | 1.88 | 2.00 | 2.65 | 3.10 |
*1 Including Waved Thread Structure
*2 Characteristic Stress Value in core
Application



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10 Years
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