Preriscaldo M270M Gr.345S — H4, Low HI, 20–40 mm: 150°F
Requisito di preriscaldo di frattura critica per M270M Gr.345S / M270 Gr.50S 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.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.
Comprendere il Preriscaldo FC per 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 H4 hydrogen designation and this heat input band requires 150°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.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.
Controllo Idrogeno H4 per M270M Gr.345S / M270 Gr.50S
Shape-grade Gr.345S (50S) benefits from H4 at gusset-to-shape connections where access for torch preheat is limited by flanges and stiffeners. The lower preheat achievable with H4 reduces the thermal management complexity in tight spaces typical of cross-frame subassemblies.
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.345S / M270 Gr.50S a 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.
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.345S / M270 Gr.50S 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 150°F (70°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.345W / M270 Gr.50W | B | 200°F (90°C) |
| M270M HPS345W / M270 HPS50W | B | 200°F (90°C) |
| M270M HPS485W / M270 HPS70W | B | 200°F (90°C) |
M270M Gr.345S / M270 Gr.50S 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.