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1.20Kg/M Tensile Load 491kN 25mm Concrete Reinforcement Rebar

Categories GFRP Rebar
Brand Name: SupFRP
Model Number: ReB-25
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-25 Fiberglass Rebar
O.D. (mm): 28
Ultimate Strain: 2.0%
Tensile Load (kN): 491
Tensile E-Modulus (GPa): 50
Cross Sectional Area (mm2): 491
Unit Weight (Kg/m): 1.20
Length (m): Any length and shape by customized
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1.20Kg/M Tensile Load 491kN 25mm Concrete Reinforcement Rebar


25mm High Strength Threaded GFRP Rebar Excellent Bonding With Concrte


Features

The SupFRP® GFRP Reinforcement Rebar is made of high quality corrosion resistant resin and fiber glass materials. GFRP Reinforcement Rebar is developed as a good alternative products for concrete internal reinforcement.

The GFRP Reinforcement Rebar can be used both for permanent applications and temporary application.

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. Precast cconcrete

2. Soft-eye excavation

3. Bridge decks

4. Sea walls

5. Port aprons

6. Industrial plants

7. Foundations

Advantages

1. Easy cutting-cost-effective

2. Proper bonding to concrete

3. High tensile strength

4. Non-conductive

5. Non-magnetic

6. Easy handling

7. Wide range of shapes


Technical data

GFRP Reinforcement RebarReB-20ReB-22ReB-25ReB-28ReB-30ReB-32ReB-36ReB-40
Outside Diameter (mm)*12325283234364145
Guaranteed tensile load (kN)3143804915556367208671006

Nominal Cross sectional

area (mm2)*2

31438049161670680010201257
Tensile Strength (Mpa)100010001000900900900850800
Ultimate Strain2.00%
Tensile E-Modulus (GPa)50
Weight (kg/m)0.790.971.201.561.882.002.653.10

*1 Including Waved Thread Structure

*2 Characteristic Stress Value in core


Application

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