التسخين المسبق M270M HPS485W — H16، Low HI، ≤ 20 mm: 150°F
متطلب التسخين المسبق للكسر الحرج لـ M270M HPS485W / M270 HPS70W عند سماكة ≤ 20 mm (3/4 in) بتصنيف هيدروجين H16، وفقاً لـ AASHTO/AWS D1.5:2025، قانون لحام الجسور.
مبني على AWS D1.5:2025 — كل قيمة متتبعة إلى البند.
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.
فهم التسخين المسبق FC لـ 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 150°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.
أين يُستخدم M270M HPS485W / M270 HPS70W
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.
التحكم في الهيدروجين H16 لـ 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.
لماذا يهم التسخين المسبق عند ≤ 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 عند ≤ 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.
تسخين مسبق أعلى بتصنيف H16
المواد المستهلكة H16 تسمح بحد أقصى 16 مل من الهيدروجين القابل للانتشار لكل 100 غ — أعلى مستوى مسموح به للحام FC للجسور. عند ≤ 20 mm (3/4 in) بمدخل حراري 1.2–2.0 kJ/mm، التسخين المسبق 150°F (70°C) يعوض عن إمكانية الهيدروجين الأعلى.
فولاذ جسور أخرى عند H16 1.2–2.0 kJ/mm · ≤ 20 mm (3/4 in)
| الفولاذ | الجدول | التسخين المسبق |
|---|---|---|
| M270M Gr.250 / M270 Gr.36 | A | 150°F (70°C) |
| M270M Gr.345 / M270 Gr.50 | A | 150°F (70°C) |
| M270M Gr.345S / M270 Gr.50S | A | 150°F (70°C) |
| M270M Gr.345W / M270 Gr.50W | B | 150°F (70°C) |
M270M HPS485W / M270 HPS70W عند H16 1.2–2.0 kJ/mm
جرّب تركيبات مختلفة
استخدم حاسبة التسخين المسبق D1.5 للجسور للبحث عن أي فولاذ AASHTO M270 ومستوى هيدروجين وتركيبة مدخل حراري. انظر أيضاً حاسبة التسخين المسبق D1.1 للفولاذ الإنشائي.
أدلة ذات صلة
بيانات مرجعية D1.5:2025. غير تابع لـ AWS أو AASHTO.