Pré-aquecimento M270M Gr.345W — H8, Low HI, 20–40 mm: 225°F
Requisito de pré-aquecimento de fratura crítica para M270M Gr.345W / M270 Gr.50W em espessura 20–40 mm (3/4–1½ in) com designação de hidrogênio H8, conforme AASHTO/AWS D1.5:2025.
Baseado na AWS D1.5:2025 — cada valor rastreado à cláusula.
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.
Entendendo o Pré-aquecimento FC para 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 225°F minimum preheat at 20–40 mm (3/4–1½ 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.
Onde M270M Gr.345W / M270 Gr.50W é Usado
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.
Controle de Hidrogênio H8 para 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.
Por que o Pré-aquecimento Importa em 20–40 mm (3/4–1½ in)
Material from 20 to 40 mm (3/4 to 1-1/2 in) includes many girder web plates, splice plates, and bearing stiffener plates. Preheat increases to 20°C (70°F) for Group 1 and 50°C (125°F) for Group 2 under Table 6.3. The thicker section slows hydrogen diffusion, requiring higher preheat to maintain safe cooling rates.
M270M Gr.345W / M270 Gr.50W em 20–40 mm (3/4–1½ in)
At 20–40 mm, Gr.345W (50W) serves as the primary plate for unpainted bridge girder webs and connection plates. Weathering steel butt splices require the same CJP quality as painted Gr.345 but with compositional matching of the filler metal. Improper filler selection leaves a cosmetically distinct weld face that does not develop the same protective oxide, creating a maintenance concern on exposed bridges.
Outros Aços de Ponte em H8 1.2–2.0 kJ/mm · 20–40 mm (3/4–1½ in)
| Aço | Tabela | Pré-aquecimento |
|---|---|---|
| M270M Gr.250 / M270 Gr.36 | A | 175°F (80°C) |
| M270M Gr.345 / M270 Gr.50 | A | 175°F (80°C) |
| M270M Gr.345S / M270 Gr.50S | A | 175°F (80°C) |
| M270M HPS345W / M270 HPS50W | B | 225°F (110°C) |
M270M Gr.345W / M270 Gr.50W em H8 1.2–2.0 kJ/mm
Experimente Diferentes Combinações
Use a Calculadora de Pré-aquecimento D1.5 para Pontes para consultar qualquer aço AASHTO M270, nível de hidrogênio e combinação de aporte de calor. Veja também a Calculadora de Pré-aquecimento D1.1 para aço estrutural.
Guias Relacionados
Dados de referência D1.5:2025. Sem afiliação com AWS ou AASHTO.