Preriscaldo M270M HPS345W — H8, Low HI, ≤ 20 mm: 125°F
Requisito di preriscaldo di frattura critica per M270M HPS345W / M270 HPS50W a spessore ≤ 20 mm (3/4 in) con designazione idrogeno H8, secondo AASHTO/AWS D1.5:2025, il Codice di Saldatura dei Ponti.
Basato su AWS D1.5:2025 — ogni valore tracciato alla clausola.
M270M HPS345W / M270 HPS50W
AASHTO M270M HPS345W (M270 HPS50W) is a high-performance weathering bridge steel with enhanced weldability through controlled chemistry — 0.11% max carbon, 0.006% max sulfur with calcium treatment for inclusion shape control. Developed under FHWA-funded research to eliminate the lamellar tearing and inconsistent toughness problems of earlier weathering steel bridge designs. The lower carbon equivalent compared to conventional Gr.345W reduces cracking sensitivity at flange splices. NFC preheat per Table 6.3 Group 1; FC per Tables 12.6/12.7.
Comprendere il Preriscaldo FC per M270M HPS345W / M270 HPS50W
High-performance weathering 345 MPa steel with enhanced weldability. Under D1.5 fracture-critical requirements (Clause 12), the combination of H8 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.
Dove Viene Usato M270M HPS345W / M270 HPS50W
Preferred over conventional Gr.345W for new unpainted bridge construction. The HPS designation indicates FHWA-developed chemistry with 0.11% max carbon and controlled sulfur for enhanced weldability and lamellar tearing resistance. Flange splice CJP welds benefit from the lower carbon equivalent, reducing reject rates during cold-weather bridge fabrication. Material cost premium over standard Gr.345W is typically 15–25% per ton but eliminates weldability-related rework.
Controllo Idrogeno H8 per M270M HPS345W / M270 HPS50W
HPS345W (HPS50W) with H8 is common practice where the HPS weldability advantage partially compensates for the higher hydrogen level. The controlled chemistry means HPS345W at H8 often has lower total cracking susceptibility than conventional 345W at H4 — illustrating how base metal chemistry and hydrogen control interact.
Perché il Preriscaldo è Importante a ≤ 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 HPS345W / M270 HPS50W a ≤ 20 mm (3/4 in)
HPS345W (HPS50W) at thin thickness is specified for stiffener attachments and connection details where the improved weldability and lamellar tearing resistance justify the 15–25% material cost premium over conventional 345W. The 0.11% max carbon provides significantly lower carbon equivalent than conventional weathering steel, reducing preheat sensitivity and reject rates during production welding.
Altri Acciai da Ponte a H8 1.2–2.0 kJ/mm · ≤ 20 mm (3/4 in)
| Acciaio | Tabella | Preriscaldo |
|---|---|---|
| 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 HPS345W / M270 HPS50W a H8 1.2–2.0 kJ/mm
Prova Diverse Combinazioni
Usa il Calcolatore Preriscaldo D1.5 per Ponti per consultare qualsiasi acciaio AASHTO M270, livello di idrogeno e combinazione di apporto termico. Vedi anche il Calcolatore Preriscaldo D1.1 per acciaio strutturale.
Guide Correlate
Dati di riferimento D1.5:2025. Non affiliato con AWS o AASHTO.