Préchauffage M270M Gr.345W — H8, Low HI, ≤ 20 mm: 125°F
Exigence de préchauffage de fracture critique pour M270M Gr.345W / M270 Gr.50W à ≤ 20 mm (3/4 in) d'épaisseur avec désignation d'hydrogène H8, selon AASHTO/AWS D1.5:2025, le Code de Soudage des Ponts.
Basé sur AWS D1.5:2025 — chaque valeur tracée à l'article.
M270M Gr.345W / M270 Gr.50W
AASHTO M270M Gr.345W (M270 Gr.50W) is a weathering bridge steel with 345 MPa (50 ksi) yield that forms a protective oxide patina for unpainted bridge service. The copper-chromium-nickel alloying provides atmospheric corrosion resistance, eliminating lifetime repainting costs estimated at $15–25 per square foot per cycle. Weld filler must match the weathering composition (E8018-W2 or equivalent) for exposed joints. NFC preheat per Table 6.3 Group 1; FC per Tables 12.6/12.7 which carry higher preheat than the non-weathering grades.
Comprendre le Préchauffage FC pour M270M Gr.345W / M270 Gr.50W
Weathering 345 MPa (50 ksi) bridge steel for unpainted service. Under D1.5 fracture-critical requirements (Clause 12), the combination of H8 hydrogen designation and this heat input band requires 125°F minimum preheat at ≤ 20 mm (3/4 in). Lower hydrogen levels (H4 < H8 < H16) allow lower preheat because less hydrogen enters the weld deposit. Similarly, higher heat input reduces preheat requirements because slower cooling rates give hydrogen more time to diffuse out.
Où M270M Gr.345W / M270 Gr.50W est Utilisé
Deployed in unpainted bridge plate girders across humid, coastal, and high-maintenance-cost environments. The weathering patina eliminates lifetime repainting cycles estimated at $15–25/sq ft per cycle. Weld filler must match the weathering composition (E8018-W2 or ER80S-G-W) for exposed joints to ensure the weld face develops the same protective oxide as the base metal. Conventional Gr.345W is being replaced by HPS345W in new designs due to superior weldability.
Contrôle d'Hydrogène H8 pour M270M Gr.345W / M270 Gr.50W
Weathering Gr.345W (50W) with H8 represents the standard practice for most unpainted bridge fabrication. Gas-shielded FCAW wires commonly achieve H8 designation, making this the natural hydrogen level for high-productivity shop welding on weathering grade plate girders.
Pourquoi le Préchauffage est Important à ≤ 20 mm (3/4 in)
Material up to 20 mm (3/4 in) covers most cross-frame angles, stiffener clips, lateral bracing members, and light bridge plate. At this thickness, hydrogen diffusion is efficient and preheat requirements are the lowest in Table 6.3 — 10°C (50°F) for both groups. In FC service, this thickness tier also carries the lowest preheat in Tables 12.4–12.7, starting at 40°C (100°F) for H4 consumables.
M270M Gr.345W / M270 Gr.50W à ≤ 20 mm (3/4 in)
Gr.345W (50W) weathering steel at thin plate thickness appears in unpainted bridge bearing stiffeners and web attachment plates exposed to the atmosphere. Filler metal must match the weathering composition — E8018-W2 for SMAW or ER80S-G-W for GMAW. The patina development on thin plate is rapid (6–18 months) but requires proper drainage detailing to prevent pack rust between closely spaced plates.
Autres Aciers de Pont à H8 1.2–2.0 kJ/mm · ≤ 20 mm (3/4 in)
| Acier | Tableau | Préchauffage |
|---|---|---|
| M270M Gr.250 / M270 Gr.36 | A | 125°F (50°C) |
| M270M Gr.345 / M270 Gr.50 | A | 125°F (50°C) |
| M270M Gr.345S / M270 Gr.50S | A | 125°F (50°C) |
| M270M HPS345W / M270 HPS50W | B | 125°F (50°C) |
M270M Gr.345W / M270 Gr.50W à H8 1.2–2.0 kJ/mm
Essayez Différentes Combinaisons
Utilisez le Calculateur de Préchauffage D1.5 pour Ponts pour consulter tout acier AASHTO M270, niveau d'hydrogène et combinaison d'apport de chaleur. Voir aussi le Calculateur de Préchauffage D1.1 pour l'acier de construction.
Guides Associés
Données de référence D1.5:2025. Non affilié à l'AWS ou l'AASHTO.