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

Preheat M270M HPS485W — H8, Low HI, 40–60 mm: 325°F

Persyaratan preheat fraktur kritis untuk M270M HPS485W / M270 HPS70W pada ketebalan 40–60 mm (1½–2½ in) dengan penunjukan hidrogen H8, sesuai AASHTO/AWS D1.5:2025, Kode Pengelasan Jembatan.

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

Preheat dan Interpass Minimum Fraktur Kritis
325°F / 160°C
Hidrogen H8 · masukan panas 1.2–2.0 kJ/mm · ketebalan 40–60 mm (1½–2½ 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 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 H8 hydrogen designation and this heat input band requires 325°F minimum preheat at 40–60 mm (1½–2½ 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 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 H8 untuk M270M HPS485W / M270 HPS70W

HPS485W (HPS70W) at H8 represents a moderate preheat specification used when H4 consumables are not available in the required wire diameter or flux combination. For SAW on long girder flange welds, H8 wire-flux combinations are more readily available than H4 alternatives.

Mengapa Preheat Penting pada 40–60 mm (1½–2½ in)

Material from 40 to 65 mm (1-1/2 to 2-1/2 in) covers heavy girder flanges, thick splice plates, and main member plate. This is the critical thickness range for bridge fabrication — preheat reaches 65°C (150°F) for Group 1 and 80°C (175°F) for Group 2. FC preheat at this thickness can exceed 200°C (400°F) depending on hydrogen level and heat input.

M270M HPS485W / M270 HPS70W pada 40–60 mm (1½–2½ in)

HPS485W (HPS70W) at 40–65 mm represents the critical design case for long-span cable-stayed and continuous girder bridges. Flange plates this thick with 70 ksi yield can support spans exceeding 300 feet (90 m) with conventional plate girder construction. FC preheat at this thickness tier is substantially higher than Group 1 grades, and dual-readout temperature monitoring is mandatory to ensure compliance with both preheat minimum and interpass maximum.

Baja Jembatan Lain pada H8 1.2–2.0 kJ/mm · 40–60 mm (1½–2½ in)

BajaTabelPreheat
M270M Gr.250 / M270 Gr.36A225°F (110°C)
M270M Gr.345 / M270 Gr.50A225°F (110°C)
M270M Gr.345S / M270 Gr.50SA225°F (110°C)
M270M Gr.345W / M270 Gr.50WB325°F (160°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 H8 pada 40–60 mm (1½–2½ in)?
Untuk fraktur kritis M270M HPS485W / M270 HPS70W dilas dengan bahan habis pakai bertanda H8 pada ketebalan 40–60 mm (1½–2½ in) dan masukan panas 1.2–2.0 kJ/mm, preheat minimum adalah 325°F (160°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 1.2–2.0 kJ/mm, preheat 325°F menyeimbangkan tingkat hidrogen dan laju pendinginan.
What preheat is needed for 50 mm thick bridge plate?
For non-fracture-critical: 65°C (150°F) for Group 1 grades, 80°C (175°F) for Group 2. For fracture-critical: consult Tables 12.4–12.8 based on the specific steel grade, hydrogen designator, and heat input. FC preheat at this thickness is typically 90–200°C (200–400°F) depending on those variables.

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