Precalentamiento 345S — H16, Lo, 20–40 mm: 200°F
Requisito de precalentamiento de fractura crítica para M270M Gr.345S / M270 Gr.50S en espesor 20–40 mm (3/4–1½ in) con designación de hidrógeno H16, 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 Gr.345S / M270 Gr.50S
AASHTO M270M Gr.345S (M270 Gr.50S) is the structural shape variant of Gr.345, intended for rolled W-shapes and channels used in bridge framing. The "S" suffix indicates the shape-specific chemistry and mechanical property requirements. Used in cross-frame angles, diaphragm members, and built-up sections where rolled shapes are specified rather than plate. Preheat requirements match Gr.345 — Table 6.3 Group 1 for NFC, Tables 12.4/12.5 for FC applications.
Entendiendo el Precalentamiento FC para M270M Gr.345S / M270 Gr.50S
Shape-grade 345 MPa (50 ksi) steel for rolled bridge members. Under D1.5 fracture-critical requirements (Clause 12), the combination of H16 hydrogen designation and this heat input band requires 200°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.
Dónde se Usa M270M Gr.345S / M270 Gr.50S
Used as rolled W-shapes and channels in bridge cross-frames, diaphragm members, and built-up sections. The "S" shape designation indicates procurement under AASHTO M270 with shape-specific chemistry and mandatory CVN testing. Common applications include WT sections for cross-frame members, MC channels for diaphragms, and W-shapes for floor beams on shorter spans. Weld details are primarily fillet welds at gusset connections and clip angles.
Control de Hidrógeno H16 para M270M Gr.345S / M270 Gr.50S
Gr.345S (50S) at H16 applies primarily to field-erected cross-frame connections using self-shielded FCAW. The higher preheat requirement at H16 can be challenging to maintain on thin shape flanges that lose heat rapidly to the surrounding air — electric resistance heating pads help maintain uniform temperature.
Por qué el Precalentamiento Importa en 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.345S / M270 Gr.50S en 20–40 mm (3/4–1½ in)
At 20–40 mm flange thickness, Gr.345S (50S) W-shapes serve as floor beams on shorter spans and as bracing members in steel box girders. Connection details include moment connections to girder webs requiring CJP flange welds with backing bars. Preheat is applied to the thicker element at the connection — when a 25 mm shape connects to a 50 mm plate, preheat must meet the requirement for the 50 mm thickness tier.
Mayor Precalentamiento con Designación H16
Los consumibles H16 permiten hasta 16 mL de hidrógeno difusible por 100g — el nivel más alto permitido para soldadura FC de puentes. En 20–40 mm (3/4–1½ in) con aporte térmico 1.2–2.0 kJ/mm, el precalentamiento de 200°F (100°C) compensa el mayor potencial de hidrógeno.
Otros Aceros de Puente en H16 1.2–2.0 kJ/mm · 20–40 mm (3/4–1½ in)
| Acero | Tabla | Precalentamiento |
|---|---|---|
| M270M Gr.250 / M270 Gr.36 | A | 200°F (100°C) |
| M270M Gr.345W / M270 Gr.50W | B | 250°F (120°C) |
| M270M HPS345W / M270 HPS50W | B | 250°F (120°C) |
| M270M HPS485W / M270 HPS70W | B | 250°F (120°C) |
M270M Gr.345S / M270 Gr.50S en H16 1.2–2.0 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.