The ABC’s of Arc Welding

Downhill welding

Answer ―
As you may know, we use either downhill or uphill welding in the vertical position. Downhill welding is carried out with a downward progression, conversely, uphill moves in an upward progression. Downhill welding is often used for fillet welding of steel sheets due to the following advantages over uphill welding.

(1) Faster welding speed
(2) Easier to obtain small-leg fillet weld
(3) Shallower penetration
(4) Lower heat input due to faster welding speed
(5) Less welding distortion

However, downhill welding can inhibit penetration and generate slag inclusions unless a welder can control the arc to track correctly on the welding line at fast speeds (e.g. 60 cm/min or higher with a l.2-mmØ wire). The following measures can prevent defects in vertical fillet downhill welding.

(1) Use the straight run technique without weaving.
(2) Control the welding torch so that the work angle is 45 degrees and the drag angle, 5-15 degrees as shown below.

Another difficulty with downhill welding is that it tends to cause a concave bead having an insufficient throat (concavity) in vertical fillet welding. To overcome this problem, two-layer welding is recommended as shown in the following figure. Even in the second layer, again, use the straight run technique without weaving.

With respect to welding wires suitable for downhill welding, the following choices are recommended in conjunction with suitable droplet transfer mode and application.

(1) Solid wires for welding sheet metals by using a short-circuiting arc at the low current range (e.g. 50-160A for 1.2 mmØ wire), such as MG-51T (ER70S-6)

(2) Flux-cored wires for welding sheet metals by using a short-circuiting arc at the low current range (e.g. 50-180A for 1.2 mmØ wire), such as MX-100T (E71T-1, E71T-1M)

(3) Flux-cored wires for welding thin plates by using a globular arc at the middle to high current range (e.g. 200-300A for 1.2 mmØ wire), such as DWA-50 (E71T-1M), DW-100 (E71T-1), and MX-Z210 (E70T-l)

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Before employing downhill welding, weld penetration, joint alignment tolerance and the welder's skill should thoroughly be examined to ensure that the weld satisfies the requirements. For your information, AWS D1.1 (Structural Welding Code ― Steel), for example, specifies that a change from uphill to downhill or vice versa is the essential variable requiring requalification of the welding procedure specification.

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