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Carbon fiber reinforced plastic

Xinshuo® carbon fiber pultrusion board is continuously produced by continuous carbon fiber tow and high-performance epoxy resin independently developed by Jiangshan through a thermal curing pultrusion molding process. The carbon wire is fully impregnated and the tension is uniform. , The board surface is smooth, high straightness, without splitting. Has excellent corrosion resistance, shock resistance and excellent characteristics of flexible materials. Passed the safety appraisal of GB 50728-2011, the strength is stable above 2000MPa.
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Product Introduction

1. Xinshuo® carbon fiber pultrusion board is continuously produced by continuous carbon fiber tow and high-performance epoxy resin independently developed by Jiangshan through a thermal curing pultrusion molding process. The carbon wire is fully impregnated and the tension is uniform. , The board surface is smooth, high straightness, without splitting. Has excellent corrosion resistance, shock resistance and excellent characteristics of flexible materials. Passed the safety appraisal of GB 50728-2011, the strength is stable above 2400MPa.

江山

2. Has multiple production lines, professional technical team, in-depth development of supporting impregnating resin. Carbon plate width 2cm-20cm, thickness 1.2mm-5mm can be customized according to the project.

江山

3. The annual production capacity is 500,000 square meters, and the size can be customized according to customer project requirements: width 20mm-200mm and thickness 1.2mm-5mm; carbon fiber board is mainly used for concrete floor, bridge reinforcement, concrete wall reinforcement, and chimney, tunnel, Pool reinforcement, etc.

 

Packaging Specification

江山

Application range

Carbon fiber pultruded panels are mainly used for concrete floor slabs, bridge reinforcement, concrete wall reinforcement, chimneys, tunnels, and pool reinforcement.

 

Technical Parameters

Specification Product grade Thickness(mm) Tensile strength(MPa) Layer shear strength(MPa) Modulus of elasticity in tension(MPa) Elongation at break(%) Fiber volume content(%) Tensile bond strength between fiber composites and concrete under upside-down conditions(Mpa)
CXS-1.4   High Strength Ⅰ 1.4 ≥2400 ≥50 ≥1.6×105 ≥1.6 ≥65 ≥2.5And concrete cohesive failure
High Strength Ⅱ 1.4 ≥2000 ≥40 ≥1.4×105 ≥1.4 ≥55
CXS-2.0   High Strength Ⅰ 2.0 ≥2400 ≥50 ≥1.6×105 ≥1.6 ≥65
High Strength Ⅱ 2.0 ≥2000 ≥40 ≥1.4×105 ≥1.4 ≥55
CXS-3.0   High Strength Ⅰ 3.0 ≥2400 ≥50 ≥1.6×105 ≥1.6 ≥65
High Strength Ⅱ 3.0 ≥2000 ≥40 ≥1.4×105 ≥1.4 ≥55
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