Préchauffage M270M Gr.345S — H16, Mid HI, 20–40 mm: 175°F
Exigence de préchauffage de fracture critique pour M270M Gr.345S / M270 Gr.50S à 20–40 mm (3/4–1½ in) d'épaisseur avec désignation d'hydrogène H16, 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.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.
Comprendre le Préchauffage FC pour 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 175°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.
Où M270M Gr.345S / M270 Gr.50S est Utilisé
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.
Contrôle d'Hydrogène H16 pour 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.
Pourquoi le Préchauffage est Important à 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 à 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.
Préchauffage Plus Élevé avec Désignation H16
Les consommables H16 permettent jusqu'à 16 mL d'hydrogène diffusible par 100g — le niveau le plus élevé autorisé pour le soudage FC de ponts. À 20–40 mm (3/4–1½ in) avec apport de chaleur 2.0–2.8 kJ/mm, le préchauffage de 175°F (80°C) compense le potentiel d'hydrogène plus élevé.
Autres Aciers de Pont à H16 2.0–2.8 kJ/mm · 20–40 mm (3/4–1½ in)
| Acier | Tableau | Préchauffage |
|---|---|---|
| M270M Gr.250 / M270 Gr.36 | A | 175°F (80°C) |
| M270M Gr.345W / M270 Gr.50W | B | 225°F (110°C) |
| M270M HPS345W / M270 HPS50W | B | 225°F (110°C) |
| M270M HPS485W / M270 HPS70W | B | 225°F (110°C) |
M270M Gr.345S / M270 Gr.50S à H16 2.0–2.8 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.