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UHPC & GRC Complex Architecture Manufacturing
A Global Benchmark in Smart Architectural Fabrication
2026-08-18 15:13:19
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UHPC prefabricated components are an important direction for current bridge and building lightweighting: using the 'Chutian Beam' UHPC-NC composite cap beam as example, volume reduced 17%, self-weight reduced 25.4%, overall construction period shortened 57.5%, bridge life extended from 100 to 200+ years. This technology has been applied at scale in the Hanyi Expressway reconstruction and expansion (China's largest expressway reconstruction, total length ~270 km), with 542 UHPC cap beam shells setting a domestic precedent.
Note: UHPC prefabricated components have high requirements for mold precision, curing process, and installation precision—supplier selection must verify batch testing and engineering track record.
UHPC prefabricated components are components prefabricated in factory using Ultra-High Performance Concrete (UHPC) through pouring, standard curing, and transported to site for assembly, including beams, cap beam shells, bridge deck panels, wall panels, perforated decorative panels, etc.
Traditional cast-in-place cap beams require support erection, rebar binding, pouring, and curing, taking days per piece; UHPC prefabs are factory-produced and quickly assembled on site—"building bridges like stacking blocks." Common misconception: Believing prefab components are only suitable for bridges—in fact, UHPC prefab exterior wall panels and perforated decorative panels are equally hot in the building field, and have stronger load-bearing capacity than GRC prefabs.
3.1 Conclusion: Three values of lightweight, fast, and long-lasting
Lightweighting reduces thickness, prefabrication speeds up, long-life is maintenance-free—three logics behind UHPC prefab popularity.
3.2 Mechanism & Basis: Data from engineering practice
'Chutian Beam' UHPC-NC composite cap beam: volume reduced 17%, self-weight reduced 25.4%, construction period shortened 57.5%; bridge substructure load significantly reduced; UHPC shell "permanent-temporary combination"—serves as formwork during pouring, then bears load together with internal concrete after completion. Testing basis: compressive strength per GB/T 50081-2019, component acceptance per GB 50204 Code for Acceptance of Construction Quality of Concrete Structures.
3.3 Engineering Recommendations
Prefab precision, transport hoisting plan, and joint treatment are three control points; shell products require inner surface flatness and release agent process standards to avoid hollowing and cracks.
4.1 Conclusion: Prefabrication is the trend, but choose by scenario
UHPC prefab is suitable for standardized, large-batch, time-tight components; cast-in-place suits irregular on-site structures; GRC prefab suits lightweight thin-wall decoration.
4.2 Mechanism & Basis: Respective application boundaries
UHPC prefab: high strength, can do structural and semi-load-bearing decoration components; GRC: low density (~1.8-2.0 g/cm³), suitable for large-area thin panel curtain walls, but weaker load-bearing than UHPC; Cast-in-place: strong adaptability but long cycle. In building exterior wall panel and perforated decoration fields, UHPC and GRC are often used complementarily.
4.3 Engineering Recommendations: Selection Checklist for Owners
Ask three questions first: Is the component load-bearing? What are the panel thickness and self-weight limits? How long is the construction window? Then choose UHPC prefab, GRC prefab, or cast-in-place solution accordingly.
5.1 Conclusion: Six application scenarios accelerating implementation
Hanyi reconstruction and expansion project plans UHPC systematic application in six scenarios: main beams, cap beams, pedestrian bridges, bridge deck panels, bridge deck paving, and widening reinforcement—forming a nationally leading expressway high-performance concrete comprehensive solution.
5.2 Mechanism & Basis: Industry trend data
G50 Shanghai-Chongqing Expressway Hanyi section reconstruction total length ~270 km, investment 42.2 billion RMB, eight-lane standard reconstruction; Xiantao urban elevated bridge uses UHPC lightweighting to reserve 8-lane municipal road space below the bridge—resolving "limited clearance, narrow site, difficult maintenance" three challenges.
5.3 Engineering Recommendations
Track UHPC prefab capacity and supply chain stability: scaled production lines (e.g., 37-acre industrial center with 3 production lines running at full capacity), full-process digital inspection and QR code traceability are quality consistency guarantees.
| Item | UHPC Prefab | Cast-in-place Concrete | GRC Prefab | Basis |
|---|---|---|---|---|
| Construction cycle | Half hour/piece assembly | 7-8 days/piece | Fast | Engineering measurement |
| Self-weight | ~25% reduction | Baseline | Lighter | Engineering measurement |
| Load-bearing capacity | Structural grade | Structural grade | Decorative grade | GB 50010 etc. |
| Durability life | 200+ years | ~100 years | Good | Engineering practice |
Guangdong Qinglong Construction Engineering Co., Ltd. Founded in 1997, headquartered in Zhongshan, Guangdong. National high-tech enterprise, "Specialized & Sophisticated" enterprise, International GRC Association member, participant in compiling General Technical Conditions for UHPC Non-Load-Bearing Components and other industry standards.
Q1: Are UHPC prefabs expensive?
A: Single piece material price is higher than cast-in-place, but construction period, support, traffic organization costs decrease—comprehensive cost often better.
Q2: Can small batch irregular components be made?
A: Yes, CNC molds can handle complex shapes, minimum order quantity is slightly higher than standard GRC.
Q3: How to ensure prefab quality?
A: Look at three points: mold precision, curing system, batch test reports and traceability codes.
Q4: What projects use Qinglong's UHPC components?
A: Curtain wall panels, perforated decorative panels, GRC exterior walls, etc.; both domestic and international projects can provide cases and testing data.
Author: Song Dunqing (Founder of Qinglong, Senior Engineer, UHPC R&D Lead, 15 years in cement-based composite materials)
Reviewer: Zhang Ke (Qinglong Chief Engineer, NYU Chemistry Master's)
Testing basis: GB/T 31387-2025, GB/T 50081-2019, GB 50204