Pré-aquecimento M270M HPS485W — H16, Mid HI, ≤ 20 mm: 125°F
Requisito de pré-aquecimento de fratura crítica para M270M HPS485W / M270 HPS70W em espessura ≤ 20 mm (3/4 in) com designação de hidrogênio H16, conforme AASHTO/AWS D1.5:2025.
Baseado na AWS D1.5:2025 — cada valor rastreado à cláusula.
M270M HPS485W / M270 HPS70W
AASHTO M270M HPS485W (M270 HPS70W) is a high-performance weathering steel with 485 MPa (70 ksi) yield, used in long-span bridge girder flanges and heavily loaded members where weight reduction is critical. Produced as quenched-and-tempered plate up to 100 mm (4 in) thick. The high strength level places it in NFC Group 2 (Table 6.3) with higher minimum preheat than Group 1. FC preheat follows Tables 12.6/12.7 alongside the 345W grades but at higher temperatures reflecting the increased hardenability. Maximum interpass per Table 6.4 is 230°C (450°F) to protect the Q&T microstructure.
Entendendo o Pré-aquecimento FC para M270M HPS485W / M270 HPS70W
High-performance 485 MPa (70 ksi) weathering bridge steel. Under D1.5 fracture-critical requirements (Clause 12), the combination of H16 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.
Onde M270M HPS485W / M270 HPS70W é Usado
Used in long-span bridge main girder flanges, cable-stayed bridge edge girders, and heavily loaded interchange ramp girders where weight reduction is critical. Enables 20–30% weight savings versus Gr.345 designs, allowing shallower girder sections that reduce embankment costs. Flange thickness often exceeds 50 mm (2 in), making preheat and interpass control critical at every CJP splice. Fabricators must use dual-readout temperature monitoring to ensure joints stay within the qualified range between minimum preheat and maximum interpass.
Controle de Hidrogênio H16 para M270M HPS485W / M270 HPS70W
HPS485W (HPS70W) at H16 represents the highest-risk FC scenario for this grade — the combination of high strength, high hardenability, and high hydrogen demands the maximum preheat in Tables 12.6/12.7. Production scheduling must account for extended preheat soak times at every joint. Many fabricators refuse H16 on HPS485W, requiring H4 or H8 in their shop standards.
Por que o Pré-aquecimento Importa em ≤ 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 HPS485W / M270 HPS70W em ≤ 20 mm (3/4 in)
HPS485W (HPS70W) under 20 mm is uncommon because its high-strength benefit is marginal at thin gauges where member capacity is governed by buckling rather than yield. When specified, it appears in compact tension flanges on short deep girders for interchange ramps. The Q&T microstructure makes welding procedure more sensitive to heat input than conventional grades — even at thin plate, interpass monitoring is essential.
Maior Pré-aquecimento com Designação H16
Os consumíveis H16 permitem até 16 mL de hidrogênio difusível por 100g — o nível mais alto permitido para soldagem FC de pontes. Em ≤ 20 mm (3/4 in) com aporte de calor 2.0–2.8 kJ/mm, o pré-aquecimento de 125°F (50°C) compensa o maior potencial de hidrogênio.
Outros Aços de Ponte em H16 2.0–2.8 kJ/mm · ≤ 20 mm (3/4 in)
| Aço | Tabela | Pré-aquecimento |
|---|---|---|
| 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 Gr.345W / M270 Gr.50W | B | 125°F (50°C) |
M270M HPS485W / M270 HPS70W em H16 2.0–2.8 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.