Preheat M270M Gr.345S — H8, Mid HI, > 60 mm: 300°F
Persyaratan preheat fraktur kritis untuk M270M Gr.345S / M270 Gr.50S pada ketebalan > 60 mm (> 2½ in) dengan penunjukan hidrogen H8, sesuai AASHTO/AWS D1.5:2025, Kode Pengelasan Jembatan.
Berdasarkan AWS D1.5:2025 — setiap nilai dilacak ke pasal.
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.
Memahami Preheat FC untuk 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 H8 hydrogen designation and this heat input band requires 300°F minimum preheat at > 60 mm (> 2½ 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.
Di Mana M270M Gr.345S / M270 Gr.50S Digunakan
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.
Kontrol Hidrogen H8 untuk M270M Gr.345S / M270 Gr.50S
For Gr.345S (50S) rolled shapes, H8 is adequate for most connection details where the weld length is short and access allows proper preheat application. Cross-frame gusset connections rarely justify the cost premium of H4 consumables when H8 meets the FC preheat budget.
Mengapa Preheat Penting pada > 60 mm (> 2½ in)
Material over 65 mm (2-1/2 in) includes the heaviest bridge girder flanges and box-section walls. Table 6.3 requires 110°C (225°F) for both groups at this thickness. Extended preheat soak time is necessary to achieve uniform through-thickness temperature. FC preheat for the heaviest sections reaches 180–200°C (350–400°F) at the H16 hydrogen level.
M270M Gr.345S / M270 Gr.50S pada > 60 mm (> 2½ in)
Gr.345S (50S) above 65 mm flange thickness is limited to the heaviest jumbo W-shapes (W14×730 or similar) used in critical transfer structures. These sections have significant residual stress from the rolling process that compounds with welding stresses. Full 225°F preheat plus controlled cooling is essential — some fabricators specify post-weld hydrogen release holds at 400°F for 2 hours on jumbo section connections.
Baja Jembatan Lain pada H8 2.0–2.8 kJ/mm · > 60 mm (> 2½ in)
| Baja | Tabel | Preheat |
|---|---|---|
| M270M Gr.250 / M270 Gr.36 | A | 300°F (150°C) |
| M270M Gr.345W / M270 Gr.50W | B | 350°F (180°C) |
| M270M HPS345W / M270 HPS50W | B | 350°F (180°C) |
| M270M HPS485W / M270 HPS70W | B | 350°F (180°C) |
M270M Gr.345S / M270 Gr.50S pada H8 2.0–2.8 kJ/mm
Coba Kombinasi Berbeda
Gunakan Kalkulator Preheat Jembatan D1.5 untuk mencari baja AASHTO M270, tingkat hidrogen, dan kombinasi masukan panas. Lihat juga Kalkulator Preheat D1.1 untuk baja struktural.
Panduan Terkait
Data referensi D1.5:2025. Tidak berafiliasi dengan AWS atau AASHTO.