Preriscaldo M270M Gr.345W — H4, Low HI, 20–40 mm: 200°F
Requisito di preriscaldo di frattura critica per M270M Gr.345W / M270 Gr.50W a spessore 20–40 mm (3/4–1½ in) con designazione idrogeno H4, secondo AASHTO/AWS D1.5:2025, il Codice di Saldatura dei Ponti.
Basato su AWS D1.5:2025 — ogni valore tracciato alla clausola.
M270M Gr.345W / M270 Gr.50W
AASHTO M270M Gr.345W (M270 Gr.50W) is a weathering bridge steel with 345 MPa (50 ksi) yield that forms a protective oxide patina for unpainted bridge service. The copper-chromium-nickel alloying provides atmospheric corrosion resistance, eliminating lifetime repainting costs estimated at $15–25 per square foot per cycle. Weld filler must match the weathering composition (E8018-W2 or equivalent) for exposed joints. NFC preheat per Table 6.3 Group 1; FC per Tables 12.6/12.7 which carry higher preheat than the non-weathering grades.
Comprendere il Preriscaldo FC per M270M Gr.345W / M270 Gr.50W
Weathering 345 MPa (50 ksi) bridge steel for unpainted service. Under D1.5 fracture-critical requirements (Clause 12), the combination of H4 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.
Dove Viene Usato M270M Gr.345W / M270 Gr.50W
Deployed in unpainted bridge plate girders across humid, coastal, and high-maintenance-cost environments. The weathering patina eliminates lifetime repainting cycles estimated at $15–25/sq ft per cycle. Weld filler must match the weathering composition (E8018-W2 or ER80S-G-W) for exposed joints to ensure the weld face develops the same protective oxide as the base metal. Conventional Gr.345W is being replaced by HPS345W in new designs due to superior weldability.
Controllo Idrogeno H4 per M270M Gr.345W / M270 Gr.50W
Weathering Gr.345W (50W) with H4 benefits from reduced preheat on field splice joints where maintaining temperature in wind-exposed bridge erection conditions is challenging. The E8018-W2 low-hydrogen electrode commonly used for weathering steel field work typically carries H4 or H8 designation.
Perché il Preriscaldo è Importante a 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.345W / M270 Gr.50W a 20–40 mm (3/4–1½ in)
At 20–40 mm, Gr.345W (50W) serves as the primary plate for unpainted bridge girder webs and connection plates. Weathering steel butt splices require the same CJP quality as painted Gr.345 but with compositional matching of the filler metal. Improper filler selection leaves a cosmetically distinct weld face that does not develop the same protective oxide, creating a maintenance concern on exposed bridges.
Consumabili Certificati H4 per Saldatura FC di Ponti
Il designatore supplementare H4 certifica che il consumabile deposita non più di 4 mL di idrogeno diffusibile per 100g di metallo depositato. Per frattura critica M270M Gr.345W / M270 Gr.50W a spessore 20–40 mm (3/4–1½ in) con apporto termico 1.2–2.0 kJ/mm, i consumabili H4 raggiungono il preriscaldo più basso di 200°F (90°C) nelle tabelle FC.
Altri Acciai da Ponte a H4 1.2–2.0 kJ/mm · 20–40 mm (3/4–1½ in)
| Acciaio | Tabella | Preriscaldo |
|---|---|---|
| M270M Gr.250 / M270 Gr.36 | A | 150°F (70°C) |
| M270M Gr.345 / M270 Gr.50 | A | 150°F (70°C) |
| M270M Gr.345S / M270 Gr.50S | A | 150°F (70°C) |
| M270M HPS345W / M270 HPS50W | B | 200°F (90°C) |
M270M Gr.345W / M270 Gr.50W a H4 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.