예열 M270M HPS485W — H8, Mid HI, > 60 mm: 350°F
AASHTO/AWS D1.5:2025 교량 용접 코드에 따른 > 60 mm (> 2½ in) 두께에서 M270M HPS485W / M270 HPS70W의 파괴 임계 예열 요구사항 H8 수소 지정 포함.
AWS D1.5:2025 기반 — 모든 값이 조항까지 추적됨.
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 HPS70W의 FC 예열 이해
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 350°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 HPS70W이 사용되는 곳
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 HPS70W의 H8 수소 제어
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.
> 60 mm (> 2½ in)에서 예열이 중요한 이유
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)에서의 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.
H8 2.0–2.8 kJ/mm · > 60 mm (> 2½ in)에서의 다른 교량 강재
| 강재 | 표 | 예열 |
|---|---|---|
| M270M Gr.250 / M270 Gr.36 | A | 300°F (150°C) |
| M270M Gr.345 / M270 Gr.50 | A | 300°F (150°C) |
| M270M Gr.345S / M270 Gr.50S | A | 300°F (150°C) |
| M270M Gr.345W / M270 Gr.50W | B | 350°F (180°C) |
H8 2.0–2.8 kJ/mm에서의 M270M HPS485W / M270 HPS70W
관련 가이드
D1.5:2025 참조 데이터. AWS 또는 AASHTO와 무관.