Criterios De Inspeccion Visual

CRITERIO DE INSPECCION VISUAL AWS D1.1
4.8.1 Visual Inspection of Welds. The visual
acceptable
qualification for qualification of groove and fillet
welds
(excluding run-off tabs) shall conformto the following
requirements, as applicable:
4.8.1.1 Visual Inspection of Groove Welds. Groove
welds shall meet the following requirements:
(1) Any crack shall be unacceptable, regardless ofsize.
(2) All craters shall be filled to the full cross section
of the weld.
(3) Weld reinforcement shall not exceed 1/8 in.
[3 mm]. The weld profile shall conform to Figure 5.4
and shall havecomplete fusion.
(4) Undercut shall not exceed 1/32 in. [1 mm].
(5) The weld root for CJP grooves shall be inspected,
and shall not have any cracks, incomplete fusion, or
inadequate
joint penetration.(6) For CJP grooves welded from one side without
backing, root concavity or melt through shall conform
to
the following:
(a) The maximum root concavity shall be 1/16 in.
[2 mm], provided thetotal weld thickness is equal to or
greater than that of the base metal.
(b) The maximum melt-through shall be 1/8 in.
[3 mm] except for tubular T-, Y-, and K-connections,
where melt through is notlimited.
4.8.1.2 Visual Inspection of Fillet Welds. Fillet
welds shall meet the following requirements:
(1) Any crack shall be unacceptable, regardless of
size.
(2) All craters shall be filled tothe full cross section
of the weld.
(3) The fillet weld leg sizes shall not be less than the
required leg sizes.
(4) The weld profile shall meet the requirements of
Figure 5.4.
(5) Base metalundercut shall not exceed 1/32 in.
[1 mm].
4.8.1 Inspección Visual
Para una calificación aceptable, las soldaduras
deberán cumplir con los siguientes requerimientos:
(1) La soldadura deberá estarlibre de grietas.
(2) Todos los cráteres deberán llenarse en todo el corte
transversal de la soldadura.
(3)El refuerzo de la soldadura no deberá exceder 1/8
pulgada [3 mm]. La cara de la...