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Winter Construction Measures for Steel Structure Industrial Buildings

2025-03-17    248

Steel Structure

  1. General Requirements

    • Steel fabrication and installation during winter must strictly comply with relevant winter construction regulations.

    • For components fabricated at positive temperatures but installed at sub-zero temperatures, shrinkage due to temperature differences must be accounted for, with technical adjustments applied to correct deviations.

  2. Material and Component Preparation

    • Welders working on sub-zero temperature projects must undergo specialized low-temperature welding training and obtain certification.

    • Steel and connection materials used in sub-zero conditions must include quality certificates and meet design specifications.

    • Electrodes exposed for over 2 hours in sub-zero environments must be re-baked; maximum baking cycles: 3 times.

    • Flux must be pre-dried to ensure moisture content ≤ 0.1%.

    • High-strength bolts for sub-zero use require certification and re-testing of torque coefficients/axial forces under low temperatures.

    • Water-based coatings are prohibited for steel structures in sub-zero conditions.

    • Steel Structure

  3. Fabrication Adjustments

    • Allowance for shrinkage, weld shrinkage, and compression deformation must align with steel contraction rates at low temperatures.

    • Assembly sequences should follow inner-to-outer expansion principles, with pre-tested weld shrinkage values for sub-zero conditions.

    • Clean joint surfaces (50mm width) of rust, burrs, ice, snow, oil, or debris; ensure dryness before assembly.

  4. Welding Practices

    • Use multi-layer welding with upward layering.

    • Complete each weld pass uninterrupted; re-inspect and repair defects if interrupted.

    • No arc striking directly on base metal.

    • For steel plates thicker than 9mm in sub-zero temperatures:

    • Defective welds must be removed and re-welded per low-temperature welding standards.

  5. On-Site Installation

    • Erect protective shelters during snowfall or wind speeds exceeding 6 m/s.

    • Pre-clean components of ice, snow, or moisture without damaging coatings.

    • Immediately correct and permanently fix columns and main beams after sub-zero installation. Ensure daily-installed components form a stable spatial system.

  6. Logistics and Handling

    • Apply anti-skid measures during winter transport and stacking.

    • Ensure flat, ice-free, and solid ground for storage. Stack identical components horizontally with aligned supports to prevent slippage.

    • Use anti-slip pads for sling lifting; secure node plates and tools with ropes.

    Steel Structure

  7. Quality Control

    • Re-inspect components for sub-zero conditions before installation. Repair transportation-induced deformations on-site.

    • Follow temperature-specific installation sequence charts.

    • Develop welding procedures prohibiting simultaneous welding at both ends of a component.

    • Friction surfaces for high-strength bolts must be free of ice, snow, oil, or debris.

  8. Coating and Final Checks

    • Conduct coating tests if temperatures fall below 0°C. Clean surfaces of rust, oil, and burrs; ensure dryness. No painting during snowfall or icy conditions.

    • Final inspections must adhere to both the Code for Construction and Acceptance of Steel Structure Engineering (GB 50250-95) and project-specific design criteria.

By implementing these measures, winter construction of steel structures can ensure safety, quality, and compliance with technical standards under challenging environmental conditions.