A36のGMAW用予熱 — 1-1/2" to 2-1/2"
A36をGMAWで板厚1-1/2" to 2-1/2"で溶接する場合の最低予熱およびパス間温度。AWS D1.1:2025 表5.11に基づく。
AWS D1.1:2025 表5.11に基づく — すべての値は条項に追跡可能。
低水素SMAW、SAW、GMAW、またはFCAWプロセス
GMAW (Gas Metal Arc Welding)
GMAW (MIG) feeds continuous solid wire with shielding gas — an inherently low-hydrogen process assigned to Category B in Table 5.11.
ER70S-6 wire at 0.035" or 0.045" diameter handles most structural work on common grades. Spray transfer at 250-350 amps provides high deposition for shop fillet welds. For thinner material under 1/4", short-circuit transfer at lower parameters reduces heat input. Gas flow rates of 35-45 CFH through a standard nozzle provide adequate shielding in typical shop environments without excessive turbulence.
A36
ASTM A36 is the most commonly specified structural steel in North America, with a minimum yield strength of 36 ksi and 58-80 ksi tensile range. It appears in both Category A (non-low-hydrogen SMAW) and Category B (low-hydrogen processes) of Table 5.11. A36 is available as plate (up to 8" thick), W-shapes, channels, angles, and bars from virtually every domestic mill. Its moderate carbon content (0.26% max for shapes, 0.25% max for plate up to 3/4") and typical carbon equivalent of 0.35-0.42 give it good weldability across all prequalified processes. A36 plate thicker than 1-1/2" carries a slightly higher carbon limit of 0.29%, while plate from 3/4" to 1-1/2" stays at 0.25% max.
A36とGMAWでこの予熱が必要な理由
Widely used structural carbon steel with 36 ksi yield and 0.26% max carbon. With low-hydrogen GMAW, this combination falls under Category B rather than Category A, reflecting the lower hydrogen potential of the consumable. The 150°F minimum preheat is lower than what non-low-hydrogen SMAW would require at the same thickness. Low-hydrogen electrodes and inherently low-hydrogen wire processes reduce the driving force for hydrogen-induced cracking in the heat-affected zone.
A36の代表的な適用例
Common in angle-to-gusset fillet welds, beam web clip angles, stiffener plates, base plate bearing connections, light bracing members, stair stringers, handrail posts, and miscellaneous steel fabrication. A36 plate is the default choice for connection elements such as shear tabs, moment end plates under 36 ksi demand, and simple beam-to-column seated connections. In retrofit and renovation, A36 angles and channels are standard for reinforcement brackets and framing infill. Typical shop drawing callouts include 3/8" and 1/2" A36 plate for gussets, 5/16" fillet welds on clip angles, and partial joint penetration groove welds on base plate stiffeners. A36 is so ubiquitous that most structural steel shops maintain permanent inventory in multiple thicknesses from 1/4" through 2" plate. Fillet weld sizes on A36 connections typically range from 3/16" minimum to 5/8" for heavy gusset-to-column welds, with E70XX electrodes providing significant overmatching strength.
1-1/2" to 2-1/2"で予熱が重要な理由
Heavy plate with significant restraint and thermal mass — preheat is critical to maintain slow cooling for hydrogen escape.
GMAWと1-1/2" to 2-1/2"における他の鋼材
| 鋼材 | カテゴリー | 予熱 |
|---|---|---|
| A53 Gr.B | B | 150°F (65°C) |
| A633 Gr.E | C | 225°F (110°C) |
| A709 HPS70W | C | 225°F (110°C) |
| A710 Gr.A | C | 225°F (110°C) |
A36とGMAW
A36溶接ガイド
D1.1:2025参考データ。AWSとの提携なし。