Welded Steel Tanks for Oil Storage
Welded Steel Tanks for Oil Storage
Welded Steel Tanks for Oil Storage
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01<br />
;;<br />
3-2 API STANDARD 650<br />
3.1.5.4 Lap-<strong>Welded</strong> Bottom Joints<br />
Lap-welded bottom plates shall be reasonably rectangular<br />
and square edged. Three-plate laps in tank bottoms shall be at<br />
least 300 mm (12 in.) from each other, from the tank shell,<br />
from butt-welded annular-plate joints, and from joints<br />
Single-V butt joint<br />
between annular plates and the bottom. Lapping of two bottom<br />
plates on the butt-welded annular plates does not consti-<br />
;; ;; Single-U butt joint<br />
tute a three-plate lap weld. When annular plates are used or<br />
are required by 3.5.1, they shall be butt-welded and shall have<br />
a radial width that provides at least 600 mm (24 in.) between<br />
the inside of the shell and any lap-welded joint in the remainder<br />
of the bottom. Bottom plates need to be welded on the top<br />
side only, with a continuous full-fillet weld on all seams.<br />
Double-V butt joint<br />
Unless annular bottom plates are used, the bottom plates<br />
under the bottom shell ring shall have the outer ends of ;;<br />
the<br />
;<br />
joints fitted and lap-welded to <strong>for</strong>m a smooth bearing <strong>for</strong> the<br />
shell plates, as shown in Figure 3-3B.<br />
3.1.5.5 Butt-<strong>Welded</strong> Bottom Joints<br />
Butt-welded bottom plates shall have their parallel edges<br />
prepared <strong>for</strong> butt welding with either square or V grooves. Square-groove butt joint<br />
Double-U butt joint<br />
Butt-welds shall be made using an appropriate weld joint configuration<br />
that yields a complete penetration weld. Typical Note: See 3.1.5.2 <strong>for</strong> specific requirements <strong>for</strong> vertical shell joints.<br />
permissible bottom butt-welds without a backing strip are the<br />
same as those shown in Figure 3-1. The use of a backing strip<br />
at least 3 mm ( 1 /8 in.) thick tack welded to the underside of the<br />
Figure 3-1—Typical Vertical Shell Joints<br />
plate is permitted. Butt-welds using a backing strip are shown<br />
in Figure 3-3A. If square grooves are employed, the root openings<br />
shall not be less than 6 mm ( 1 /4 in.). A metal spacer shall<br />
Optional<br />
be used to maintain the root opening between the adjoining<br />
outside angle<br />
plate edges unless the manufacturer submits another method<br />
of butt-welding the bottom <strong>for</strong> the purchaser’s approval.<br />
Three-plate joints in the tank bottom shall be at least 300 mm<br />
(12 in.) from each other and from the tank shell.<br />
01<br />
3.1.5.6 Bottom Annular-Plate Joints<br />
Bottom annular-plate radial joints shall be butt-welded in<br />
accordance with 3.1.5.5 and shall have complete penetration<br />
and complete fusion. The backing strip, if used, shall be compatible<br />
<strong>for</strong> welding the annular plates together.<br />
3.1.5.7 Shell-to-Bottom Fillet Welds<br />
a. For bottom and annular plates with a nominal thickness<br />
12.5 mm ( 1 /2 in.), and less, the attachment between the bottom<br />
edge of the lowest course shell plate and the bottom plate<br />
shall be a continuous fillet weld laid on each side of the shell<br />
plate. The size of each weld shall not be more than 12.5 mm<br />
( 1 /2 in.) and shall not be less than the nominal thickness of the<br />
thinner of the two plates joined (that is, the shell plate or the<br />
bottom plate immediately under the shell) or less than the following<br />
values:<br />
Nominal Thickness<br />
of Shell Plate<br />
Minimum Size of<br />
Fillet Weld<br />
(mm) (in.) (mm) (in.)<br />
5 0.1875 5 3 /16<br />
> 5 to 20 > 0.1875 to 0.75 6 1 /4<br />
> 20 to 32 > 0.75 to 1.25 8 5 /16<br />
> 32 to 45 > 1.25 to 1.75 10 3 /8<br />
Angle-to-shell<br />
butt joint<br />
complete penetration<br />
Single-bevel<br />
butt joint<br />
complete penetration<br />
Alternative<br />
angle-to-shell joint<br />
Square-groove<br />
butt joint<br />
complete penetration<br />
Double-bevel<br />
butt joint<br />
complete penetration<br />
Note: See 3.1.5.3 <strong>for</strong> specific requirements <strong>for</strong> horizontal<br />
shell joints.<br />
Figure 3-2—Typical Horizontal Shell Joints