AASHTO/AWS D1.5:2025 · Tabel 12.6/12.7 · Fraktur Kritis · H16

Preheat M270M HPS485W — H16, Mid HI, ≤ 20 mm: 125°F

Persyaratan preheat fraktur kritis untuk M270M HPS485W / M270 HPS70W pada ketebalan ≤ 20 mm (3/4 in) dengan penunjukan hidrogen H16, 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
125°F / 50°C
Hidrogen H16 · 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 H16: bahan habis pakai mengendapkan ≤ 16 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 HPS485W / M270 HPS70W

AASHTO M270M HPS485W (M270 HPS70W) is a high-performance weathering steel with 485 MPa (70 ksi) yield, used in long-span bridge girder flanges and heavily loaded members where weight reduction is critical. Produced as quenched-and-tempered plate up to 100 mm (4 in) thick. The high strength level places it in NFC Group 2 (Table 6.3) with higher minimum preheat than Group 1. FC preheat follows Tables 12.6/12.7 alongside the 345W grades but at higher temperatures reflecting the increased hardenability. Maximum interpass per Table 6.4 is 230°C (450°F) to protect the Q&T microstructure.

Memahami Preheat FC untuk M270M HPS485W / M270 HPS70W

High-performance 485 MPa (70 ksi) weathering bridge steel. Under D1.5 fracture-critical requirements (Clause 12), the combination of H16 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.

Di Mana M270M HPS485W / M270 HPS70W Digunakan

Used in long-span bridge main girder flanges, cable-stayed bridge edge girders, and heavily loaded interchange ramp girders where weight reduction is critical. Enables 20–30% weight savings versus Gr.345 designs, allowing shallower girder sections that reduce embankment costs. Flange thickness often exceeds 50 mm (2 in), making preheat and interpass control critical at every CJP splice. Fabricators must use dual-readout temperature monitoring to ensure joints stay within the qualified range between minimum preheat and maximum interpass.

Kontrol Hidrogen H16 untuk M270M HPS485W / M270 HPS70W

HPS485W (HPS70W) at H16 represents the highest-risk FC scenario for this grade — the combination of high strength, high hardenability, and high hydrogen demands the maximum preheat in Tables 12.6/12.7. Production scheduling must account for extended preheat soak times at every joint. Many fabricators refuse H16 on HPS485W, requiring H4 or H8 in their shop standards.

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 HPS485W / M270 HPS70W pada ≤ 20 mm (3/4 in)

HPS485W (HPS70W) under 20 mm is uncommon because its high-strength benefit is marginal at thin gauges where member capacity is governed by buckling rather than yield. When specified, it appears in compact tension flanges on short deep girders for interchange ramps. The Q&T microstructure makes welding procedure more sensitive to heat input than conventional grades — even at thin plate, interpass monitoring is essential.

Preheat Lebih Tinggi pada Penunjukan H16

Bahan habis pakai H16 mengizinkan hingga 16 mL hidrogen difusibel per 100g — tingkat tertinggi yang diizinkan untuk pengelasan FC jembatan. Pada ≤ 20 mm (3/4 in) dengan masukan panas 2.0–2.8 kJ/mm, preheat 125°F (50°C) mengkompensasi potensi hidrogen yang lebih tinggi.

Baja Jembatan Lain pada H16 2.0–2.8 kJ/mm · ≤ 20 mm (3/4 in)

BajaTabelPreheat
M270M Gr.250 / M270 Gr.36A125°F (50°C)
M270M Gr.345 / M270 Gr.50A125°F (50°C)
M270M Gr.345S / M270 Gr.50SA125°F (50°C)
M270M Gr.345W / M270 Gr.50WB125°F (50°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 HPS485W / M270 HPS70W dengan H16 pada ≤ 20 mm (3/4 in)?
Untuk fraktur kritis M270M HPS485W / M270 HPS70W dilas dengan bahan habis pakai bertanda H16 pada ketebalan ≤ 20 mm (3/4 in) dan masukan panas 2.0–2.8 kJ/mm, preheat minimum adalah 125°F (50°C) sesuai D1.5 Tabel 12.6/12.7.
Apa perbedaan antara preheat FC dan NFC untuk M270M HPS485W / M270 HPS70W?
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 HPS485W / M270 HPS70W?
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 125°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.