AWS D1.1:2025 · Tableau 5.11 · Catégorie B

Préchauffage de A709 HPS50W pour SAW — over 2-1/2"

Température minimale de préchauffage et entre passes pour A709 HPS50W soudé avec SAW à over 2-1/2" d'épaisseur, selon AWS D1.1:2025 Tableau 5.11.

Basé sur AWS D1.1:2025 Tableau 5.11 — chaque valeur tracée à l'article.

Température Minimale de Préchauffage et Entre Passes
225°F / 110°C
Catégorie B
Procédé SMAW, SAW, GMAW ou FCAW bas hydrogène
AWS D1.1:2025 Tableau 5.11, §5.7
Outil de référence. Vérifier contre l'édition applicable au projet et DMOS approuvé par l'Ingénieur.

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 HPS50W high-performance weathering bridge steel (50 ksi yield, CE-IIW ~0.38–0.42), SAW with weathering-compatible wire (F7A2-EM12K-W) handles girder web-to-flange fillet welds and flange butt splice groove welds. The lower CE-IIW compared to conventional A588 weathering steel means SAW preheat sensitivity is reduced, lowering the risk of HAZ cracking on thick flange splices during cold-weather shop fabrication.

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

Why SAW for A709 HPS50W at over 2-1/2"

Why SAW for A709 HPS50W at over 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 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.

Pourquoi ce Préchauffage pour A709 HPS50W avec SAW

High-performance weathering bridge steel with enhanced weldability at 50 ksi. 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 225°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.

Applications Typiques de A709 HPS50W

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.

Pourquoi le Préchauffage est Important à over 2-1/2"

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

Autres Aciers avec SAW à over 2-1/2"

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

Essayez Différentes Combinaisons

Utilisez le calculateur interactif de préchauffage pour consulter toute combinaison acier, procédé et épaisseur du D1.1:2025 Tableau 5.11.

Quel est le préchauffage minimum pour A709 HPS50W avec SAW à over 2-1/2" ?
Pour A709 HPS50W soudé avec SAW à over 2-1/2" d'épaisseur, la température minimale de préchauffage est 225°F (110°C) selon AWS D1.1:2025 Tableau 5.11, Catégorie B. C'est aussi la température minimale entre passes.
Quelle catégorie du Tableau 5.11 s'applique à A709 HPS50W avec SAW ?
A709 HPS50W soudé avec SAW relève de la Catégorie B dans AWS D1.1:2025 Tableau 5.11. Procédé SMAW, SAW, GMAW ou FCAW bas hydrogène. À over 2-1/2" d'épaisseur, cette catégorie exige un préchauffage minimum de 225°F (110°C).
Pourquoi le préchauffage est-il de 225°F pour A709 HPS50W à over 2-1/2" ?
Le préchauffage de 225°F pour A709 HPS50W à over 2-1/2" avec SAW reflète la combinaison de la trempabilité de l'acier et la contrainte accrue à cette épaisseur.

Données de référence D1.1:2025. Non affilié à l'AWS.