AASHTO/AWS D1.5:2025 · Tabel 12.6/12.7 · Fraktur Kritis · H8

Preheat M270M Gr.345W — H8, Mid HI, ≤ 20 mm: 100°F

Persyaratan preheat fraktur kritis untuk M270M Gr.345W / M270 Gr.50W pada ketebalan ≤ 20 mm (3/4 in) dengan penunjukan hidrogen H8, sesuai AASHTO/AWS D1.5:2025, Kode Pengelasan Jembatan.

Berdasarkan AWS D1.5:2025 — setiap nilai dilacak ke pasal.

Preheat dan Interpass Minimum Fraktur Kritis
100°F / 40°C
Hidrogen H8 · masukan panas 2.0–2.8 kJ/mm · ketebalan ≤ 20 mm (3/4 in)
AASHTO/AWS D1.5M/D1.5:2025 Tabel 12.6/12.7
Penunjukan H8: bahan habis pakai mengendapkan ≤ 8 mL/100g hidrogen difusibel sesuai AWS A4.3. Hidrogen lebih rendah = preheat lebih rendah.
Alat referensi. Verifikasi terhadap edisi yang berlaku dan WPS yang disetujui Insinyur.

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.

Memahami Preheat FC untuk 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 H8 hydrogen designation and this heat input band requires 100°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.

Di Mana M270M Gr.345W / M270 Gr.50W Digunakan

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.

Kontrol Hidrogen H8 untuk M270M Gr.345W / M270 Gr.50W

Weathering Gr.345W (50W) with H8 represents the standard practice for most unpainted bridge fabrication. Gas-shielded FCAW wires commonly achieve H8 designation, making this the natural hydrogen level for high-productivity shop welding on weathering grade plate girders.

Mengapa Preheat Penting pada ≤ 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 Gr.345W / M270 Gr.50W pada ≤ 20 mm (3/4 in)

Gr.345W (50W) weathering steel at thin plate thickness appears in unpainted bridge bearing stiffeners and web attachment plates exposed to the atmosphere. Filler metal must match the weathering composition — E8018-W2 for SMAW or ER80S-G-W for GMAW. The patina development on thin plate is rapid (6–18 months) but requires proper drainage detailing to prevent pack rust between closely spaced plates.

Baja Jembatan Lain pada H8 2.0–2.8 kJ/mm · ≤ 20 mm (3/4 in)

BajaTabelPreheat
M270M Gr.250 / M270 Gr.36A100°F (40°C)
M270M Gr.345 / M270 Gr.50A100°F (40°C)
M270M Gr.345S / M270 Gr.50SA100°F (40°C)
M270M HPS345W / M270 HPS50WB100°F (40°C)

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.

Berapa preheat FC untuk M270M Gr.345W / M270 Gr.50W dengan H8 pada ≤ 20 mm (3/4 in)?
Untuk fraktur kritis M270M Gr.345W / M270 Gr.50W dilas dengan bahan habis pakai bertanda H8 pada ketebalan ≤ 20 mm (3/4 in) dan masukan panas 2.0–2.8 kJ/mm, preheat minimum adalah 100°F (40°C) sesuai D1.5 Tabel 12.6/12.7.
Apa perbedaan antara preheat FC dan NFC untuk M270M Gr.345W / M270 Gr.50W?
Preheat non-fraktur kritis (Tabel 6.3) adalah pencarian sederhana berdasarkan ketebalan. Preheat fraktur kritis (Tabel 12.4–12.8) menambahkan tingkat hidrogen dan masukan panas sebagai variabel, biasanya memerlukan preheat lebih tinggi.
Bagaimana masukan panas mempengaruhi preheat FC M270M Gr.345W / M270 Gr.50W?
Masukan panas lebih tinggi berarti laju pendinginan lebih lambat, memberikan hidrogen lebih banyak waktu untuk berdifusi keluar dari zona las. Pada 2.0–2.8 kJ/mm, preheat 100°F menyeimbangkan tingkat hidrogen dan laju pendinginan.
Is preheat needed for bridge steel under 20 mm?
Yes — D1.5 Table 6.3 requires a minimum of 10°C (50°F) even for the thinnest material in both groups. This is higher than D1.1’s Category B minimum of 0°C (32°F) at the same thickness, reflecting the more conservative approach for bridge structures where fracture consequences are severe.

Data referensi D1.5:2025. Tidak berafiliasi dengan AWS atau AASHTO.