A709 HPS50WのSMAW (low-hydrogen)用予熱 — over 2-1/2"

SMAW (Low-Hydrogen)

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

E7018 is the default electrode for structural fillet and groove welds on common building steels. Rod ovens should hold at a minimum of 250°F per D1.1 Clause 7.3.2.1; exposure time out of the oven is limited to 4 hours maximum per Table 7.1. For overhead position, use 3/32" diameter rods to control puddle size. Vertical-up stringer beads provide the best fusion on thicker members.

A709 HPS50W

ASTM A709 HPS50W is a high-performance weathering steel (50 ksi yield, 70 ksi minimum tensile) developed specifically for unpainted bridge construction. The HPS designation indicates enhanced weldability through lower carbon (0.11% max), controlled sulfur (0.006% max with calcium treatment), and copper-nickel-chromium alloying for atmospheric corrosion resistance. These chemistry controls reduce the CE-IIW to approximately 0.38-0.42, well below conventional weathering steels. It falls under Category B in Table 5.11. The FHWA-funded development program that created HPS grades (starting in the 1990s) aimed to eliminate the weldability problems, lamellar tearing, and inconsistent toughness that plagued earlier weathering steel bridge designs. HPS50W has largely replaced conventional A709 Gr.50W in new unpainted bridge designs.

A709 HPS50WとSMAW-LHでこの予熱が必要な理由

High-performance weathering bridge steel with enhanced weldability 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.

A709 HPS50Wの代表的な適用例

Deployed in unpainted bridge plate girders across humid or coastal environments, curved girders on interchange ramps, signature pedestrian bridges in architectural applications, and rural highway bridges where lifecycle paint costs exceed the HPS premium. The enhanced weldability of HPS50W reduces fabrication risk at flange splices and allows wider groove angles with reduced risk of lamellar tearing in thick flange plates through controlled sulfur and inclusion shape control via calcium treatment. The chemistry control (0.11% max carbon, controlled sulfur at 0.006% max) differentiates HPS from conventional weathering grades. Material cost premium over standard A709 Gr.50W is typically 15-25% per ton but eliminates lifetime repainting cycles estimated at $15-25 per square foot every 20-25 years. The lower CE-IIW of HPS50W compared to conventional weathering grades means it welds with less preheat sensitivity, reducing reject rates on thick flange CJP splices during cold-weather bridge fabrication.

over 2-1/2"で予熱が重要な理由

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

SMAW (low-hydrogen)とover 2-1/2"における他の鋼材

A709 HPS50WとSMAW (low-hydrogen)

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 HPS50W溶接ガイド