Page 240 - Boiler_Operators_Handbook,_Second_Edition
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Maintenance                                                                                         225


               Stringers
                     Additional passes that cover the hot pass can con-
               sist of several “strings” of weld to fill in the weld until
               nearly flush with the surface. Careful cleaning of the
               slag from each of these passes is necessary to ensure it
               isn’t left in the edges which dramatically weakens the
               joint. The stringer in Figure 6-20 is as wide as they are
               typically made with additional ones running alongside
               each other.








                                                                         Figure 6-21. Cover pass of completed weld

















                                                                     Figure 6-22. Check for excess external reinforcement
                 Figure 6-20. Stringers in progression of a pipe weld

               Cover Pass                                           pressure steam” or “it’s only low pressure gas” and I
                     This is normally called a “weave” pass because it   don’t buy them. Joints like those shown can fail dramati-
               provides a smoother look to the welded joint as shown   cally. Low pressure steam in an 8 inch pipe produces an
               in the photograph in Figure 6-21. On completion it’s   axial force of 750 pounds which is more than enough to
               checked with the gage to measure the external reinforce-  do some serious damage if it gets loose. In the typical
               ment as shown in Figure 6-22. The external reinforce-  high pressure boiler plant the force in the same 8 inch
               ment shouldn’t exceed 3/32 of an inch (less as design   pipe is over three tons and in the typical utility plant at
               pressure and temperature increase). Also, any groves   the throttle inlet it’s thirty tons. I trust that explains why
               in the external joint shouldn’t exceed 1/32 of an inch   we have Codes and why you shouldn’t allow welders in
               which is also called incomplete penetration.         your plant to be cavalier about the welds they make.
                    Why did you have to go through all that? Because
               lately I’ve seen several jobs where the weld section
               looked like the section in Figure 6-23 and a few where
               failed joints, when sectioned, look like the one shown
               in the photograph of Figure 6-24. Even though a weld
               can look good on the outside like Figure 6-25a—when
               you can, take a look at the inside because it might look
               like Figure 6-25b. When someone makes a weld like this
               in your plant he or she is showing no concern for your
               life. I’ve heard all the welder’s excuses like “It’s just low   Figure 6-23. Incomplete weld section
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