No.1 in domestic sales No.1 in export sales
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20Yearsin the Industry
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30%Market Share in China
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90000+Projects Worldwide
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7000+Global Customers
National & Provincial Awards
丨
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20item
National & Industrial Standard Co-drafter
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consecutive13years
Insured by PICC with Zero Claim Records
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9item
Authoritative International Certifications
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143item
Granted Patents
R&D Center
Innovation-Driven | Industry-Leading
million RMB annually in R&D, collaborating with leading institutions including the Chinese Academy of Sciences, Tsinghua University, Tongji University, and Syracuse University (USA). Horse Construction has established the Yangtze River Delta National Joint Innovation Center.
R&D & Production Base
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Adopt imported aerospace-grade carbon filament raw materials
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High-precision carbon fiber composite pultrusion equipment
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Anchorage production equipment
Why Choose Horse Construction Carbon Fiber Plate Reinforcement System?

10 Categories 46 Test Items
Carbon Fiber Plate Advantages
Anchor Advantages
Application Areas
Flexural reinforcement of large-span beams and slabs in highways, railways, industrial buildings, and commercial structures
Paired Products
Installation Process
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1 Positioning -
2 Grinding -
3 Drilling -
4 Sloting -
5 leveling -
6 Install anchor bolts -
7 Install limit frame -
8 Install anchor block -
9 Install carbon plate -
10 Install jack -
11 Pre-tensioning -
12 Apply adhesive -
13 Final tensioning -
14 Install carbon fiber plate -
15 Product protection
Standard Installation Process — 3D Video
Product Specifications
| Product Name | Model | Specifications | |
| Carbon Fiber Plate | HM-2.0 | Thickness | 2.0mm |
| Width | 50mm/100mm | ||
| Length | 100m/roll | ||
| HM-3.0 | Thickness | 3.0mm | |
| Width | 20mm/50mm/100m | ||
| Length | 100m/roll | ||
| Anchorage | HM-MJ1OO | ||
| HM-MJ5O | |||
| HM-MJ2O | |||
| HM-MJ-G5O | |||
| Testing Items | ASTM | ||
| Carbon Fiber Plate | Standard Tensile Strength (MPa) | ≥2400 | |
| Tensile Modulus (MPa) | ≥1.6x105 | ||
| Elongation (%) | ≥1.6 | ||
| Interlaminar Shear Strength (MPa) | ≥50 | ||
| Bonding Strength With Concrete (MPa) | ≥2.5, concrete cohesion damaged | ||
| Carbon Fiber Content (%) | ≥6 | ||
| Anchorage | Steel Tensile Strength (MPa) | ≥345 | |
| Stress Amplitude Difference (MPa) | 160 | ||
| 2 million fatigue testing Fmin (MPa) | 1120 | ||
| 2 million fatigue testing Fmax (MPa) | 1280 | ||
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