Xinshuo® carbon fiber pultruded sheets are continuously produced from continuous carbon fiber tows and high-performance epoxy resin independently developed by Jiangshan through a thermosetting pultrusion molding process. The carbon fibers are fully impregnated, resulting in uniform tension and a smooth, flat surface that does not split after molding. It possesses excellent corrosion resistance, shock resistance, and the superior properties of a flexible material. It has passed the GB 50728-2011 safety certification, and its strength is consistently above 2400MPa.
1. Xinshuo® carbon fiber pultruded sheet is continuously produced from continuous carbon fiber tow and high-performance epoxy resin independently developed by Jiangshan through a thermosetting pultrusion molding process. The carbon fibers are fully impregnated, resulting in uniform tension stress. After molding, the sheet surface is smooth, highly straight, and does not split. It possesses excellent corrosion resistance, shock resistance, and the superior properties of a flexible material. It has passed the safety certification of GB 50728-2011, and its strength is consistently above 2400MPa.
2. We have multiple production lines and a professional technical team, and we have extensive experience in developing compatible impregnation resins. Carbon fiber sheets are available in widths from 2cm to 20cm and thicknesses from 1.2mm to 5mm, all customizable to suit different projects.
3. Annual production capacity of 500,000 square meters, with customizable sizes according to customer project requirements: width 20mm-200mm and thickness 1.2mm-5mm; carbon fiber sheets are mainly used for flexural reinforcement of concrete slabs and beams, reinforcement of concrete walls, and reinforcement of chimneys, tunnels, and water tanks.
Carbon fiber pultruded sheets are mainly used for flexural reinforcement of concrete slabs and beams, reinforcement of concrete walls, chimneys, tunnels, and water tanks.
| Specification | Product Grade | Thickness (mm) | Tensile strength (MPa) | Lamellar shear strength (MPa) | Tensile modulus of elasticity (MPa) | Elongation at break (%) | Fiber volume content (%) | Tensile bond strength (MPa) between fiber composite material and concrete under overhead bonding conditions. | |
| CXS-1.4 | High Strength Class I | 1.4 | ≥2400 | ≥50 | ≥1.6×10⁵ | ≥1.6 | ≥65 | ≥2.5 and concrete cohesive failure | |
| High Strength Class II | 1.4 | ≥2000 | ≥40 | ≥1.4×10⁵ | ≥1.4 | ≥55 | |||
| CXS-2.0 | High Strength Class I | 2.0 | ≥2400 | ≥50 | ≥1.6×10⁵ | ≥1.6 | ≥65 | ||
| High Strength Class II | 2.0 | ≥2000 | ≥40 | ≥1.4×10⁵ | ≥1.4 | ≥55 | |||
| CXS-3.0 | High Strength Class I | 3.0 | ≥2400 | ≥50 | ≥1.6×10⁵ | ≥1.6 | ≥65 | ||
| High Strength Class II | 3.0 | ≥2000 | ≥40 | ≥1.4×10⁵ | ≥1.4 | ≥55 | |||
Shandong province pingyuan city east development zone
