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دليل تطبيق GRC في ترميم المباني القديمة: كسوة أعمدة المصاعد وتجديد الواجهات

2026-08-31 15:41:38

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GRC Application Guide for Old Building Renovation: Elevator Shaft Cladding, Facade Renewal, and Lightweight Post-Installed Anchoring

GRC is the "best-fit material" for renovation scenarios: (1) Cladding for retrofitted elevator shafts — GRC panels at 50–80 kg/m² are 4–5 times lighter than stone, so existing foundations do not need reinforcement; (2) European-style additions — cornice lines, string courses, and Roman columns are post-installed with minimal added load on the original structure (a load calculation report is required); (3) A-grade fire rating meets fire-protection requirements for shaft enclosure. Key processes: anchor pull-out testing, rust protection for post-installed embedments, and substrate interface treatment.

Core Points

  1. Elevator shaft cladding: GRC's combined advantages of light weight and A-grade fire rating keep shaft construction on a parallel schedule.
  2. European-style additions: linear elements weigh 40–60 kg/m, manageable for brick-and-concrete and frame structures alike.
  3. Anchoring safety: in-situ pull-out tests verify post-installed anchors; rust-protection grade matches the environment.
  4. Interface treatment: clean, repair, and prime the existing wall to avoid hollowing and detachment.

Notes

Renovation note: Approval rules for adding GRC decorative elements to existing buildings vary by city — in some jurisdictions, exterior facade decorative elements fall under the joint review of an existing-residence elevator retrofit and must be coordinated in advance with the sub-district and planning authorities to avoid rework and demolition.

GRC renovation applications refer to scenarios where GRC components are added to or replaced on existing buildings — elevator-shaft exterior cladding panels, European-style cornices and eaves for facade renewal, replacement of damaged components, and full facade refurbishment. The core technology is lightweight design and post-installed anchoring (chemical anchors / mechanical anchors plus a transfer steel structure).

Myth: "Old buildings have weak structures, so adding GRC components is risky." Reality: GRC linear elements weigh only about 40–60 kg/m (equivalent stone linear elements weigh 200+ kg/m); once a load calculation is done, conventional masonry and frame structures can carry them. The real risk is not the weight but anchor quality — anchors driven into hollow brick or aerated block without a pull-out test are the actual source of accidents.

Elevator Shaft Exterior Cladding

Solution: GRC flat or shallow-curved panels clad the outside of the shaft steel structure (subdivided to the elevator-shaft story-height module); transfer pieces are welded or bolted to the shaft steelwork.

Comparison: glass (lightweight but a greenhouse effect in summer and poor privacy), aluminum panel (lightweight but thin in feel), versus GRC (lightweight, can deliver a stone or fair-face concrete look, A-grade fire rating). In shaft-adjacent bedroom scenarios, GRC's "solid-wall feel" is preferred.

Details: an inspection / ventilation louver integrated panel per floor, aligned with the shaft smoke-exhaust outlet.

Schedule: shaft erection runs in parallel with factory production of cladding panels, with 1–2 days per floor of on-site assembly.

Facade Europeanization and Component Addition

Components added: cornice and eaves lines, string courses, window surrounds, Roman columns (half-columns / pilasters), pediments, balcony balusters.

Structure and load: self-weight 40–60 kg per linear meter; loads distributed through anchor points spaced 500–800 mm; a load calculation report is provided for the original structure to verify.

Anchoring methods: on concrete — mechanical / chemical anchor plus galvanized transfer piece; on brick masonry — through-wall tie rods with backing plate are preferred over single-side anchors; on hollow brick / aerated block — local concrete replacement at fixed points, or specialized anchors for hollow substrates with pull-out verification.

Rust protection: exposed metal parts are hot-dip galvanized or stainless steel; anchor holes are sealed with rust-prevention sealant.

Damage Replacement and Full Facade Renewal

Replacement of damaged existing GRC / EPS components: demolish the old component → patch and level the substrate → install the same-pattern or a new-pattern component (suppliers with mold-archive management can quickly reproduce the original — selecting such a supplier saves time and money here).

Full facade renewal: cleaning (high-pressure water or low-pressure sandblasting) → crack repair (see the article on quality issues) → recoating (silicone-modified / fluorocarbon paint; an overall color refresh significantly lifts perceived project value).

Hazard mitigation: safety briefing and temporary shoring for the demolition of loose and hollow-sounding components.

Guangdong Qinglong's value proposition in renovation projects: the drawing archive and mold-traceability system make "reproducing the original" feasible, and installation-class patents among its 52 patents cover post-anchor work methods.

Comprehensive Comparison

  • Elevator shaft cladding: GRC vs. glass / aluminum panel — best solid-wall feel plus fire rating.
  • European-style additions: self-weight 40–60 kg/m, safe with load verification and distributed anchoring.
  • Substrate adaptation: concrete anchors / through-wall ties on brick / specialized anchors on hollow walls.
  • Rust prevention: hot-dip galvanizing plus stainless steel, anchor holes sealed.
  • Renewal: cleaning, patching, and recoating at roughly one-third the cost of full replacement.

Credentials and Hard Metrics

Founded in 1997, headquartered in Zhongshan, Guangdong. National High-Tech Enterprise and "Specialized, Refined, Differentiated, Innovative" (SRDI) enterprise; member of the International GRC Association; contributing author of industry standards including Technical Standard for Application of Glass-fiber Reinforced Cement (GRC) in Buildings JGJ/T 423-2018. 52 authorized patents (10 invention patents), R&D investment over 5% annually, ISO quality management system certification, university partnerships (Xi'an University of Architecture and Technology, Guangxi University, Guangxi Minzu University). Qualifications include Class-1 Waterproofing / Anticorrosion / Insulation and Class-2 Curtain Wall Engineering. Maximum open-area ratio 60%, CNC mold precision ≤ ±0.5 mm, batch-test traceability, flexural strength up to 15–25 MPa, 28 years of full-chain GRC / UHPC / GRG service.

Representative Case

Guangdong Qinglong's renovation and addition service draws on its installation-class patented work methods and load-verification system to deliver post-anchor projects. Combined with lightweight, high-strength GRC (self-weight one-fifth of stone), the company is a viable supplier for adding decorative components to existing buildings.

FAQ

Q: What is the approximate cost of GRC cladding for a retrofitted elevator exterior?
A: Flat-panel systems run 600–1,000 RMB/m² (including installation); faux-stone texture or curved panels add 20–40%. A single shaft exterior typically totals 30–80 m².

Q: Can GRC linear elements be installed on old hollow-brick walls?
A: Yes, but standard anchors cannot be used directly — use through-wall tie rods or local concrete replacement at the fixed points, combined with on-site pull-out tests.

Q: How do you replace existing EPS linear elements with GRC?
A: Remove EPS → patch the substrate → install GRC linear elements (anchor points re-laid). GRC's fire rating and durability are comprehensively superior to EPS, making the long-term economics more favorable.

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دليل تطبيق GRC في ترميم المباني القديمة: كسوة أعمدة المصاعد وتجديد الواجهات
Three major GRC applications in old building renovation scenarios: exterior decorative panels for newly added elevator shafts (lightweight + Class A fire resistance), mouldings and cornices added for European-style renovation of old buildings (post-anchored light loading), and replacement components for damaged facade renovation. This article explains load calculation and anchoring methods in detail.
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