Precal. HPS690W — 2.0–2.8 kJ/mm, 20–25 mm: 250–400°F
Requisito de precalentamiento de fractura crítica para M270M HPS690W / M270 HPS100W en espesor 20–25 mm (3/4–1 in), según AASHTO/AWS D1.5:2025, el Código de Soldadura de Puentes.
Basado en AWS D1.5:2025 — cada valor trazado a la cláusula.
M270M HPS690W / M270 HPS100W
AASHTO M270M HPS690W (M270 HPS100W) is the highest-strength bridge steel at 690 MPa (100 ksi) yield, reserved for the most demanding long-span and cable-stayed bridge applications. It follows a completely different FC preheat table (Table 12.8) with min-max ranges and many prohibited thickness-heat input combinations marked with “—”. Table 12.8 requires H4 or H8 designated consumables; H16 is not permitted. NFC preheat per Table 6.3 Group 2; maximum interpass per Table 6.4 is 205°C (400°F) for material up to 40 mm, 230°C (450°F) above.
Dónde se Usa M270M HPS690W / M270 HPS100W
Reserved for the most demanding long-span and cable-stayed bridge applications where maximum weight reduction justifies the material cost premium and fabrication complexity. Table 12.8 imposes both minimum AND maximum preheat limits, and many thickness-heat input combinations are outright prohibited. Fabricators must plan weld procedures around the permitted combinations before cutting plate. Filler metals must carry the H4 or H8 supplemental designator — H16 is not permitted for HPS690W FC applications.
M270M HPS690W / M270 HPS100W en 20–25 mm (3/4–1 in)
At 20–40 mm, HPS690W (HPS100W) appears in cable-stayed bridge edge girder flanges and heavily loaded truss members. The preheat range requirement (both min and max) becomes more restrictive — the window between required minimum and maximum narrows as thickness increases, leaving less margin for production variation. Fabricators must plan weld sequences to maintain temperature within the narrow permitted band throughout multi-pass welds.
Control de Precalentamiento Mín–Máx para M270M HPS690W / M270 HPS100W
Highest-strength 690 MPa (100 ksi) bridge steel with restricted FC combinations. Table 12.8 specifies a preheat RANGE of 250–400°F for this thickness and heat input combination. Unlike other FC grades, HPS690W requires both minimum AND maximum preheat control because the Q&T microstructure is sensitive to both excessive and insufficient heat. Many thickness-heat input combinations are prohibited ("—" in the table) because no safe preheat window exists — the steel cannot be reliably welded under those conditions.
M270M HPS690W / M270 HPS100W en 2.0–2.8 kJ/mm
Prueba Diferentes Combinaciones
Usa la Calculadora de Precalentamiento D1.5 para Puentes para consultar cualquier acero AASHTO M270, nivel de hidrógeno y combinación de aporte térmico. También consulta la Calculadora de Precalentamiento D1.1 para acero estructural.
Guías Relacionadas
Datos de referencia D1.5:2025. Sin afiliación con AWS o AASHTO.