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Brand Name : SupFRP
Model Number : ReB-30
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.
O.D. (mm) : 34
Ultimate Strain : 2.0%
Tensile Load (kN) : 636
Tensile E-Modulus (GPa) : 50
Cross Sectional Area (mm2) : 706
Name : SupFRP ReB-30 Fiberglass Rebar
Unit Weight (Kg/m) : 1.88
Length (m) : Any length and shape by customized
Non-Magnetic 30mm Threaded GFRP Rebars In Railway Construction
Features
GFRP Reinforcement Rebar is developed as a good alternative products for concrete internal reinforcement.
The SupFRP® GFRP Reinforcement Rebar is made of high quality corrosion resistant resin and fiber glass materials.
The GFRP Reinforcement Rebar can be produced into various shapes in factory.
Traditionally, the preferred system for concrete reinforcement has been steel. However, corrosion of reinforcement steel is a main cause of concrete structures failure.
Applications
1. Railway using induction loops
2. Foundations
3. Bridge decks
4. Sea walls
5. Port aprons
6. Precast elements
7. Soft-eye excavation
Advantages
1. Easy handling
2. Cost-effective
3. High tensile strength
4. Non-conductive
5. Non-magnetic
6. Easy cutting-cost-effective
7. Wide range of shapes
8. High corrosion resistance for permanent application
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