Bridge Girders · Bridge Decks · Wet Joints · Railings · Tunnel Segments
Prestressed UHPC main girders for 20-100m spans. Factory prefabricated, on-site lifting. Short construction period, excellent structural durability.
Used with steel box girders. Pavement thickness 35-50mm, deck stiffness improved 50%, self-weight reduced 30%.
UHPC connections between prefabricated elements. High strength, excellent durability. Solves traditional bridge deck joint weakness. 15 groups (30 beams) comparative tests: joint width can be reduced from 250-600mm to 150mm. Interface bond strength >2.5 MPa meets structural requirements.
UHPC railings impact resistance 3×+ normal concrete. Excellent durability, maintenance-free throughout service life.
UHPC segments with high strength and excellent waterproofing. Suitable for metro tunnels and highway tunnels. Durability 5×+ normal concrete.
Company provides UHPC specialized mixing equipment, pumping equipment, and steam curing equipment. Also has professional construction teams. Provides full-process technical guidance from batching, mixing to curing, ensuring UHPC material properties are fully utilized.
| Spec (L×W×Thk) | Weight | Compressive Strength | Flexural Strength |
|---|---|---|---|
| 8m × 2m × 0.1m | 4.5 tons | ≥ 120 MPa | ≥ 14 MPa |
| 6m × 2m × 0.1m | 3.4 tons | ≥ 120 MPa | ≥ 14 MPa |
UHPC Prefab Slab Benefits: Increased bridge deck fatigue resistance · Enhanced bridge deck strength · Enhanced structural impact/blast resistance · Increased corrosion resistance
| Index | Data | Vs. Normal Concrete |
|---|---|---|
| 700 freeze-thaw cycles | Relative dynamic modulus nearly lossless | C50 loses 5.8% mass at 24 cycles |
| Impermeability Grade | >P39 (High-speed rail requires >P20) | Normal concrete P6–P12 |
| Chloride Diffusion Coefficient (28d) | 0.19×10⁻¹² m²/s | C50 far higher |
| Electric Flux (28d) | 98 Coulombs | JTG/T 3310-2019 requires <800C (100-year life) |
| Sulfate dry-wet cycling | Mass loss approx. 0.6%, strength continues increasing | Significantly better than normal concrete |
Completed August 2020. UHPC wet joint volume 570m³. Joint widths 80cm/40cm, thickness 10cm. Compressive strength ≥150MPa, flexural-tensile strength ≥22MPa.
Coarse aggregate UHPC wet joints. Large-span steel pipe arch bridge.
UHPC wet joint rehabilitation.
Marine environment UHPC wet joints. Corrosion resistance verified.
Urban viaduct UHPC wet joint rapid rehabilitation.
Island cross-sea bridge UHPC wet joints.
* Data source: Guangdong BridgeTech UHPC Material R&D and Application Report (Part 2)
2016. Steel-UHPC composite bridge deck. Solved steel bridge deck fatigue cracking.
2017. Steel-UHPC composite bridge deck. High-latitude cold region validation.
2018. Steel-UHPC composite bridge deck. Mountainous large-span bridge.
2018. Steel-UHPC composite bridge deck. Cross-river major bridge.
2019. Steel-UHPC composite bridge deck. Urban elevated expressway.
2019. Steel-UHPC composite bridge deck. Northern cold region expressway.
LUHPC prefab bridge deck, 2022. World's largest span rail-road cable-stayed bridge (partial deck uses lightweight UHPC).
UHPC prefab bridge deck. Main span 1860m. World's largest span highway cable-stayed bridge. First over-1000m steel-UHPC composite beam cable-stayed bridge. Completed 2026.
* Taiyuan Cele Bridge to Yanchong Expressway data: Report Part 1; Shuangliu & Guanyinsi Bridges data: Report Part 2
One-stop design, production, and shipping services. Export FOB/CIF negotiable.
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