AWS D1.1:2025 · 표 5.11 · 범주 B

A1066 Gr.50 SMAW (low-hydrogen) 예열 — over 2-1/2"

AWS D1.1:2025 표 5.11에 따른 A1066 Gr.50의 SMAW (low-hydrogen) 용접 시 over 2-1/2" 두께에서의 최소 예열 및 층간 온도.

AWS D1.1:2025 표 5.11 기반 — 모든 값이 조항까지 추적됨.

최소 예열 및 층간 온도
225°F / 110°C
범주 B
저수소 SMAW, SAW, GMAW 또는 FCAW 공정
AWS D1.1:2025 표 5.11, §5.7
참조 도구. 프로젝트 적용 판본 및 엔지니어 승인 WPS와 대조 확인하십시오.

SMAW (Low-Hydrogen)

Low-hydrogen SMAW (E7018/E7016) uses basic-coated electrodes requiring rod oven storage, assigned to Category B in Table 5.11.

For high-strength shapes and plate, E7018 provides adequate tensile match for steels up to Category C. E8018-C3 or E9018-M may be required for higher-strength steels to meet weld metal strength matching requirements. Bead sequencing on thick TMCP flanges should follow qualified WPS parameters precisely to avoid overheating the refined microstructure.

A1066 Gr.50

ASTM A1066 Grade 50 is a high-strength low-alloy plate (50 ksi yield, 65 ksi minimum tensile) with options for enhanced toughness and weldability through controlled chemistry and supplementary requirements. It falls under Category B for standard low-hydrogen processes and qualifies for the reduced Category E preheat (50°F up to 1”, 120°F above 1”) with H8-certified consumables. The specification includes S-series supplementary requirements for impact testing at various temperatures, allowing engineers to select the toughness grade appropriate for their service environment. Carbon content is limited to 0.20% max with CE-IIW controlled to approximately 0.38-0.44. A1066 Gr.50 competes with A572 Gr.50 plate in applications where the H8 preheat reduction provides meaningful fabrication cost savings on thick-section joints.

SMAW-LH를 사용한 A1066 Gr.50의 이 예열 이유

HSLA plate with H8-eligible Category E reduced preheat option at 50 ksi. This steel is prequalified only with low-hydrogen processes under Table 5.11, which is why it appears in Category B but not Category A. The 225°F minimum preheat with SMAW-LH balances the steel's strength level and carbon equivalent against the controlled hydrogen input from the consumable. Non-low-hydrogen SMAW is not an option for this grade under D1.1 prequalified WPS.

A1066 Gr.50의 일반적인 용도

Applied in bridge plate girder webs where enhanced toughness is required beyond A709 Gr.50, cold-region building plate elements, heavy equipment support platforms, wind turbine tower flanges, and modular building frames. A1066 Gr.50 with H8 consumables qualifies for Category E reduced preheat (50°F up to 1", 120°F above 1"), offering a cost advantage over standard Category B procedures on thick plate where preheat time is a significant production bottleneck. Plate procurement requires specifying the supplementary toughness requirements (S-series) appropriate for the service temperature — S30 for -30°F, S50 for -50°F testing. The H8 preheat reduction becomes increasingly valuable as plate thickness increases, saving 30-60 minutes of preheating time per joint on material over 1 inch. For a bridge fabricator welding 200+ stiffener fillet welds per girder, the cumulative preheat savings from H8 consumables can reduce shop cycle time by 15-20% compared to full Category B procedures.

over 2-1/2"에서 예열이 중요한 이유

The heaviest sections demand the highest preheat in Table 5.11. Multi-pass sequences require maintaining interpass temperature throughout.

over 2-1/2"에서 SMAW (low-hydrogen)를 사용하는 다른 강재

강재범주예열
A36B225°F (110°C)
A633 Gr.EC300°F (150°C)
A709 HPS70WC300°F (150°C)
A710 Gr.AC300°F (150°C)

다양한 조합 시도

인터랙티브 예열 계산기를 사용하여 D1.1:2025 표 5.11의 모든 강재, 공정, 두께 조합을 조회하세요.

over 2-1/2"에서 SMAW-LH를 사용하여 A1066 Gr.50의 최소 예열은 얼마입니까?
over 2-1/2" 두께에서 SMAW (low-hydrogen)로 용접하는 A1066 Gr.50의 최소 예열 온도는 AWS D1.1:2025 표 5.11, 범주 B에 따라 225°F (110°C)입니다. 이것은 또한 최소 층간 온도입니다.
SMAW-LH를 사용하는 A1066 Gr.50에 어떤 범주가 적용됩니까?
SMAW (low-hydrogen)로 용접하는 A1066 Gr.50은 AWS D1.1:2025 표 5.11의 범주 B에 해당합니다. 저수소 SMAW, SAW, GMAW 또는 FCAW 공정. over 2-1/2" 두께에서 이 범주는 최소 225°F (110°C)의 예열을 요구합니다.
over 2-1/2"에서 A1066 Gr.50의 예열이 225°F인 이유는?
over 2-1/2"에서 SMAW (low-hydrogen)로 용접하는 A1066 Gr.50의 225°F 예열은 강재의 경화성과 이 두께에서의 증가된 구속력의 조합을 반영합니다.

D1.1:2025 참조 데이터. AWS와 무관.