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2025-11-19 15:15:01
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The anchoring depth of exterior wall GRC components is a core indicator for structural safety. Insufficient depth can easily cause components to fall off or loosen, while excessive depth wastes material and may damage the components; it must be scientifically determined based on component weight, dimensions, load conditions, and substrate characteristics. Drawing on extensive anchoring design experience, Qinglong explains the core determination methods and practical key points.
I. Core Factors in Determining Anchoring Depth
Multi-dimensional comprehensive consideration ensures anchoring safety and reliability. Component parameters: the greater the weight and size, the greater the anchoring depth required. For standard GRC components 20mm thick with a single-panel area ≤3㎡, the anchoring depth must be ≥50mm; for 3-5㎡ components, ≥70mm. In Qinglong's Shenzhen Longhua Xiangshan Science and Technology Park project, the anchoring depth for 5㎡ large GRC panels was designed at 80mm. Substrate characteristics: when anchored to concrete substrates, which have high strength, the anchoring depth can be slightly shallower (≥50mm); when anchored to steel structure substrates, the depth must be increased to ≥60mm to ensure firmness. Load conditions: for high-rise exterior walls bearing greater wind loads, the anchoring depth must be increased by 20%-30% over standard, and by 30%-40% in coastal high wind pressure areas. Environmental conditions: in corrosive environments, anti-corrosion connectors must be selected, and the anchoring depth should be appropriately increased to improve durability.
II. Design Calculation Methods and Standards for Anchoring Depth
A scientific calculation process is followed to meet industry standard requirements. According to the Technical Standard for Application of Glass Fibre Reinforced Cement (GRC) in Building Engineering (JGJ/T423-2018), the anchoring depth calculation formula is: L≥K×(G+W)/f, where L is the anchoring depth, K is the safety factor (taken as 1.5-2.0), G is the component self-weight, W is the wind load, and f is the bond strength between the substrate and the connector. Calculation example for standard scenarios: for a 20mm thick, 3㎡ GRC component (self-weight approx. 120kg), with wind load of approx. 0.5kN/㎡ and concrete substrate bond strength of approx. 1.5MPa, the calculated anchoring depth is ≥55mm; the actual design adopts 60mm to reserve a safety margin. For irregular-shaped and heavy-load components, load simulation must be performed with finite element analysis software to accurately determine the anchoring depth. Qinglong uses professional design software to ensure calculation accuracy.
III. Depth Control Specifications for Different Anchor Types
Differentiated depth standards are formulated for different anchoring methods. Chemical anchor anchoring: suitable for concrete substrates, with anchoring depth ≥60mm and anchor spacing ≤600mm. Qinglong adopted this method in the Yunnan Dali University project to ensure firm anchoring. Mechanical anchor anchoring: suitable for steel structures and concrete substrates, with anchoring depth ≥50mm for concrete substrates and ≥60mm for steel structure substrates; the anchor tightening torque must meet the required standard. Undercut anchor anchoring: suitable for large-size GRC panels, with anchoring depth ≥80mm and no fewer than 4 undercut anchors per component, evenly distributed. Welded anchoring: dedicated to steel structure substrates, with weld length ≥50mm; the equivalent anchoring depth must meet load requirements, and welded areas must undergo anti-corrosion treatment.
IV. Construction Control and Quality Inspection of Anchoring Depth
Standardized construction and strict inspection ensure anchoring effectiveness. Construction control: drill holes to the design depth, with hole diameter 2-4mm larger than the anchor diameter, and clean dust from the holes after drilling. For chemical anchors, ensure the adhesive fully fills the hole, and install components only after the adhesive has completely cured (usually 24 hours). Mechanical anchors must be tightened to the specified torque to avoid loosening. Qinglong's construction team uses specialized drilling equipment to ensure anchoring depth accuracy of ±2mm. Quality inspection: pull-out tests are used to test anchoring strength, with one group of 3 anchors sampled per 100 anchors; the pull-out force must be ≥1.2 times the design value. After installation, check whether components are loose; those with no displacement when shaken by hand are deemed qualified. Regular maintenance inspections should be carried out, and rusted or loose anchors should be reinforced promptly to ensure long-term safety.