M270M HPS485W予熱 — H4、High HI、> 60 mm: 300°F

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.

M270M HPS485W / M270 HPS70WのFC予熱を理解する

High-performance 485 MPa (70 ksi) weathering bridge steel. Under D1.5 fracture-critical requirements (Clause 12), the combination of H4 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.

M270M HPS485W / M270 HPS70Wの使用箇所

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.

M270M HPS485W / M270 HPS70WにおけるH4水素管理

For HPS485W (HPS70W), specifying H4 consumables is a strategic choice that significantly reduces preheat costs on thick flange splices. At 40+ mm flange thickness, every 25°F reduction in required preheat saves approximately 15–20 minutes per splice in heating time, directly impacting the critical-path schedule of bridge girder fabrication.

> 60 mm (> 2½ in)で予熱が重要な理由

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.

> 60 mm (> 2½ in)でのM270M HPS485W / M270 HPS70W

HPS485W (HPS70W) above 65 mm is the heaviest plate used in high-performance bridge construction. Flange widths reach 750–900 mm (30–36 in), with splice welds requiring 100+ passes over multiple shifts. Temperature management becomes the dominant production variable — too cold risks cracking, too hot risks softening the Q&T microstructure. Fabricators invest in automated temperature monitoring systems with data logging for FC traceability.

橋梁FC溶接用H4認定溶接材料

H4補足記号は、溶接材料が溶着金属100gあたり4mL以下の拡散性水素しか溶着しないことを証明します。> 2.8 kJ/mm入熱での> 60 mm (> 2½ in)板厚における破壊臨界M270M HPS485W / M270 HPS70Wにおいて、H4溶接材料はFCテーブルで最低予熱300°F (150°C)を達成します。予熱低減が優先される場合、これが推奨される水素レベルです。

H4 > 2.8 kJ/mm · > 60 mm (> 2½ in)における他の橋梁鋼材

H4 > 2.8 kJ/mmでのM270M HPS485W / M270 HPS70W

別の組み合わせを試す

D1.5橋梁予熱計算機を使用して、AASHTO M270鋼材の水素レベルと入熱の任意の組み合わせを検索できます。構造用鋼にはD1.1予熱計算機もご覧ください。

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