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How to Control On-Site Welding of S960 Ultra-High-Strength Steel? 2026-9-07

Welding S960 ultra-high-strength steel on construction sites is the highest-risk and most difficult stage of the entire structural engineering process.

Unlike the controlled indoor environment of factory workshops, construction sites face severe challenges: wind speed, humidity, dramatic ambient temperature fluctuations, restricted welding positions (e.g. all-position welding, overhead welding at height), and extreme member constraint stresses. If site control is inadequate, fatal hydrogen-induced delayed cracking or severe HAZ softening/embrittlement can easily occur.

To successfully weld S960 on site, the following must be strictly enforced:

On-Site Environment and Hardware

The construction site’s greatest enemies are water, wind, and moisture — the primary sources of “hydrogen.”

Establish windproof, rainproof, moistureproof enclosures: A sturdy enclosed welding shelter must be erected at the welding point. When wind speed exceeds 2 m/s or relative humidity exceeds 80%, work is absolutely prohibited without a complete shelter.

Welding consumable on-site extreme management: Mobile electrode/wire drying and holding ovens (maintained at 100 °C–150 °C) must be equipped on site. Welders may only draw 2–4 hours’ worth of consumables at a time, taken as used, and consumables must not be directly exposed to the humid site air, ensuring deposited metal diffusible hydrogen content at ultra-low-hydrogen levels.

On-Site Preheating and Interpass Temperature

Site components are typically large in volume, highly constrained, and cool extremely rapidly.

Precision preheating (T₀ = 100 °C – 150 °C): Visual estimation using ordinary gas torches is strictly prohibited! The site must use electric heating blankets (ceramic heating belts) for uniform preheating, or full-time personnel with far-infrared thermometers for continuous monitoring. The preheat range should cover at least 3× plate thickness and no less than 100 mm on each side of the weld.

Interpass temperature 180 °C: During multi-pass, multi-run welding, after each pass is completed, the weld temperature must drop below 180 °C (and not below the preheat temperature) before the next pass can be welded.
Common site error: For productivity, welding the next pass while the previous one is still red-hot leads to excessive heat accumulation, directly destroying the S960 quenched-and-tempered microstructure and dropping HAZ strength by 20%–30%.

In-Weld Operation: “Narrow Bead, Low Heat, No Oscillation”

The skill and discipline of site welders is the decisive factor.

Strict heat input limit (0.5 – 1.5 kJ/mm): Site welding must use narrow-bead, multi-pass, multi-run welding, with the welding gun strictly prohibited from lateral oscillation (no weaving).

Welding sequence optimisation: For large on-site assemblies, symmetrical welding, segmented back-step welding, or a centre-outward sequence should be used to maximise release of the enormous structural lock-in stresses on site.

Immediate Post-Weld

On-site “post-heat” iron rule: The instant welding is completed (while still hot), electric heating belts must immediately heat the weld zone to 200 °C – 250 °C, wrapped in insulation blanket, and held for 2 – 4 hours. This forces the trace hydrogen atoms that infiltrated the weld on site to accelerate out, nipping delayed cracking in the bud.

Inspection Checkpoint: Weld Hardness and “48-Hour Delayed” NDT

On-site portable hardness tester spot-check: Use a portable Leeb hardness tester to spot-check the weld and HAZ. Standard: HAZ maximum hardness must not exceed 450 HV (prevent hardening-induced brittle fracture); minimum hardness drop must not exceed 15% of base metal (prevent excessive softening).

Site NDT delayed iron rule: UT or MT inspection on the same day as welding is absolutely prohibited! Because site hydrogen-induced cracking is often delayed, final NDT acceptance may only proceed at least 48 hours (preferably 72 hours) after welding and post-heat completion, otherwise latent delayed cold cracks can be easily missed.

On-site welding management: At Hong Kong or international-standard sites, before commencing work, management must confirm:

• WPS (site welding procedure qualification): Has a “site-environment-simulated” procedure qualification been performed?
• Welder qualification: Have site welders passed the 960-grade high-strength steel all-position (e.g. 3G/4G/6G) specialised certification?
• Temperature records: Are point thermometers and temperature crayons equipped, with each weld having dedicated personnel signing off preheat and interpass temperature records?