A709 Gr.50のSAW用予熱 — 1-1/2" to 2-1/2"

SAW (Submerged Arc Welding)

SAW submerges the arc beneath granular flux for highest deposition rates, flat/horizontal only. Category B in Table 5.11.

SAW with F7A2-EM12K wire/flux delivers the highest deposition rates for flat-position fillet welds on building steel. Typical parameters: 500-700 amps, 28-32 volts, 18-30 IPM travel speed. Flux consumption runs approximately equal to wire consumption by weight. Unfused flux recovery and recycling systems are standard in production shops to control consumable costs.

SAW Tips for Common Structural Steels

For A709 Grade 50 bridge steel (50 ksi yield, Category B only), SAW is the dominant process for plate girder web-to-flange continuous fillet welds — a 100-foot girder requires 200+ feet of fillet weld per girder (two sides), making SAW deposition rates of 15–35 lb/hr transformative for production. F7A2-EM12K at 600–750 A with a column-and-boom manipulator handles these long seams.

Typical values for reference — always verify against your approved WPS and electrode manufacturer data.

Why SAW for A709 Gr.50 at 1-1/2" to 2-1/2"

Why SAW for A709 Gr.50 at 1-1/2" to 2-1/2"? SAW delivers 15-40 lb/hr deposition — the highest deposition rate among available processes. Position capability: flat and horizontal only. Suitability: shop only.

A709 Gr.50

ASTM A709 Grade 50 is the standard bridge plate and shape grade with 50 ksi minimum yield and 65 ksi minimum tensile, commonly specified for highway bridge plate girder flanges, webs, floor beams, and cross-frames. It falls under Category B only in Table 5.11, requiring low-hydrogen welding processes. Chemistry mirrors A572 Gr.50 (0.23% max carbon, Nb/V microalloying) with CVN testing per AASHTO temperature zone requirements. A709 Gr.50 accounts for the majority of bridge steel tonnage in North America. Flange plate thicknesses routinely reach 2-3" on large plate girders, making preheat compliance at the upper Table 5.11 tiers a significant production consideration for bridge fabrication shops during cold-weather operations.

A709 Gr.50とSAWでこの予熱が必要な理由

Standard 50 ksi bridge plate for girders and cross-frames. This steel is prequalified only with low-hydrogen processes under Table 5.11. With SAW, the submerged arc process with granular flux produces controlled hydrogen levels, with flux condition being the primary variable. The 150°F minimum preheat balances the steel’s strength level and carbon equivalent against the hydrogen control provided by SAW. Non-low-hydrogen SMAW is not an option for this grade under D1.1 prequalified WPS.

A709 Gr.50の代表的な適用例

Standard for highway bridge plate girder flanges, box girder webs, cross-frame angles, bearing sole plates, splice plates in bolted-welded connections, and composite deck studs. A709 Gr.50 is the baseline strength grade for most modern highway bridge design per AASHTO LRFD. Flange butt splices, web-to-flange continuous fillet welds, and bearing stiffener clips are the dominant weld types in girder fabrication. Girder flanges typically range from 3/4" to 3" thick with widths from 12" to 30", requiring extended preheat soak times on thicker flange splices. Bridge fabrication shops certified to AISC Major Steel Bridge category maintain dedicated preheat tracking logs for each flange splice throughout the production sequence. Web-to-flange fillet welds on plate girders often exceed 100 feet of continuous weld per girder, making SAW the standard process for these joints. Flange splice CJP groove welds undergo 100% UT examination per D1.5.

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.

SAWと1-1/2" to 2-1/2"における他の鋼材

A709 Gr.50とSAW

別の組み合わせを試す

インタラクティブ予熱計算機を使用して、D1.1:2025 表5.11のあらゆる鋼材・プロセス・板厚の組み合わせを検索できます。

A709 Gr.50溶接ガイド