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UHPC & GRC Complex Architecture Manufacturing
A Global Benchmark in Smart Architectural Fabrication
2026-08-17 15:10:44
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Perforated UHPC components sit at the top tier of architectural decoration materials for fire, corrosion, and freeze-thaw resistance. All three rest on the same foundation: UHPC's ultra-dense, fully inorganic material nature. Perforation changes geometry, not material properties.
Perforation introduces additional requirements on edge-forming quality, anti-corrosion of metallic accessories, and drainage design — these are the details that distinguish manufacturer quality.
UHPC is a cement-based composite composed of cement, quartz sand, silica fume, steel fibers, and others, designed for maximum packing density and very low porosity. Compressive strength typically exceeds 120 MPa.
Before discussing performance, we need a clear principle: perforation changes the geometry of the component, not its material essence. Fire, corrosion, and freeze-thaw properties are determined by UHPC's microstructure — dense porosity, inorganic composition, fiber reinforcement network — none of these change because of perforations.
Perforation actually affects the remaining cross-section strength and stress distribution, which must be verified through structural calculation and detailing.
Material intrinsic: UHPC is composed of fully inorganic materials (cement, quartz sand, steel fibers). Per GB 8624-2012, it reaches A1 non-combustible — non-combustible, no molten drips, virtually no toxic smoke release. Perforated components use the same material as solid panels and share the same fire rating.
Two bonus advantages of perforation: Compared with solid large panels of ordinary concrete, perforated components in fire have two extra benefits: (1) openings provide ventilation and heat dissipation paths — internal temperature gradients are smoother, thermal stress concentration is lower; (2) less material mass means lower thermal inertia. Edge zones under direct flame exposure heat faster, so rounded edge treatment and fiber-protective-layer thickness control are manufacturing checkpoints that must not be skipped.
Engineering note: Non-combustible component ≠ exemption from fire stopping. When perforated curtain walls are used in fire-zoned areas, fire stopping (interlayer rock wool, fire sealant) must still be installed per GB 50016 — never omit the system fire construction just because the component is non-combustible.
Three sources of corrosion resistance at the material level:
Corrosion points for perforated components: Perforation edges are thinner, so corrosion protection depends on:
Low porosity is the source of freeze-thaw resistance.
The mechanism of freeze-thaw damage: water entering material pores freezes and expands (~9% volume increase); repeated cycles gradually break the material. UHPC's water absorption is < 1%, with non-connected pores — the freezable water amount is small and freeze-expansion pressure is greatly reduced. This is the root of its freeze-thaw resistance.
Per GB/T 50082, premium UHPC shows mass loss < 0.5% and dynamic elastic modulus retention > 95% after 300+ cycles, far outperforming ordinary concrete — fully meeting cold-climate requirements.
| Index | UHPC | Ordinary Concrete (C40–C50) |
|---|---|---|
| Porosity | 1–2% | 10–15% |
| Water Absorption | < 1% | 4–6% |
| Chloride Diffusion Coefficient | 1/50–1/100 of baseline | Baseline |
| 300-Cycle Mass Loss | < 0.5% | Visible spalling typically |
| Combustion (GB 8624) | A1 non-combustible | A1 non-combustible |
Freeze-thaw details for perforated components: Cold-climate projects must avoid:
| Performance | Grade / Index | Perforated Component Note |
|---|---|---|
| Fire | A1 non-combustible (GB 8624-2012) | System fire stopping cannot be omitted |
| Corrosion | Salt-fog / acid-rain resistant, very low chloride diffusion | Edge density + 316 SS accessories |
| Freeze-Thaw | Mass loss < 0.5% over 300 cycles (GB/T 50082) | Avoid water-trap grooves + silane treatment |
Founded in 1997 and headquartered in Zhongshan, Guangdong, Qinglong has focused on UHPC, GRC, GRG, and GRP for nearly three decades. A national high-tech enterprise, "Specialized, Refined, Differential, Innovative" SME, participant in drafting industry standards including UHPC Non-Load-Bearing Components General Technical Specification, and International GRC Association member.
Q1: What is the fire rating of perforated UHPC components?
A: A1 non-combustible. Per GB 8624-2012, UHPC is fully inorganic — non-combustible, no molten drips, virtually no toxic smoke. Perforated and solid components share the same fire rating.
Q2: Does 60% cutout ratio affect component strength?
A: Cutout ratio alone does not determine safety — structural calculation and stress distribution optimization of the remaining section are key. With parametric pattern optimization and CNC edge-forming control, 60% open-ratio components still meet façade load requirements.
Q3: Can perforated UHPC curtain walls be used in cold regions?
A: Yes. UHPC shows mass loss < 0.5% after 300+ freeze-thaw cycles, meeting cold-region requirements. Avoid horizontal water-trap grooves; apply silane hydrophobic treatment; ensure smooth drainage during installation.
Q4: Do perforated UHPC components need extra anti-corrosion treatment in coastal high-salt-fog environments?
A: The UHPC body (1–2% porosity, very low chloride diffusion) needs no extra anti-corrosion coating. But metal connectors must use 316 stainless steel or equivalent — that is the weak link of the system.
Q5: What is the difference between perforated UHPC and perforated GRC?
A: UHPC is steel-fiber-reinforced, with compressive strength ≥ 120 MPa and water absorption < 1% — superior in durability and thin-wall perforation capacity to glass-fiber-reinforced GRC. GRC is cheaper and suitable for lower load / lower durability demands.
Guangdong Qinglong Construction Engineering Co., Ltd.
Address: Room 302, No. 22 Dongming Road, Shiqi District, Zhongshan, Guangdong, China
Technical Consultation: 139 0259 7531 (Mr. Song)
Website: qlgrc.com
Author: Song Dunqing — Founder of Qinglong, Senior Engineer, UHPC Technical R&D Lead, 15 years in cement-based composites R&D
Reviewer: Zhang Ke — Qinglong Chief Technical Engineer, MSc Chemistry, NYU
Test Basis: GB 8624-2012, GB/T 50082, GB 50016, NT Build 492