Page 212 - Machinery Component Maintenance
P. 212

194   Machinery  Component Maintenance and Repair

                        we also add - .007 in. to the south rim reading, giving us - .029 in. Tak-
                        ing half of this, we find that the machine element to be adjusted is .0145
                        in. north of the stationary element at the plane of measurement.
                          Finally, we do a similar operation on our horizontal face readings, and
                        determine that the north face distance is wider by  .014 in.
                          The remaining part of the form provides space to put the calculated
                        corrective movements. Although these have been filled in for our exam-
                        ple,  let’s leave them for the time being,  since we are not yet  ready to
                        explain the calculation procedure.  We  will  show you how  to get these
                        numbers later. If you think you already know how, go ahead and try-the
                        results may be interesting.
                          You have now seen the general idea about data recording and interpre-
                        tation.  By  doing it systematically, on a prepared form corresponding to
                        the actual field setup, you can minimize errors. If you are interrupted,
                        you will not have to wonder what those numbers meant that you wrote
                        down on the back of an envelope an hour  ago. We  will defer consider-
                        ation of the remaining setups, until we have explained how to calculate
                        alignment corrective movements. We will then take numerical examples
                        for all the setups illustrated, and go through them all the way.

                        Calculating the Corrective Movements

                          Many machinists make alignment corrective movements by  trial and
                        error. A conscientious person can easily spend two days aligning a ma-
                        chine this way, but by knowing how to calculate the corrections, the time
                        can be cut to two hours or less.
                          Several methods, both manual and electronic, exist for doing such cal-
                        culations.  All,  of course, are based on geometry,  and some are rather
                        complicated and difficult to follow. For those interested in such things,
                        see Refercnces  1 through  15. Also,  the alignment  specialist should be
                        aware of programmable calculator solutions. These make use of popular
                        calculators  such as the  TI 59 and HP 67. By  recording  the  alignment
                        measurements on a prepared form, and entering these figures in the pre-
                        scribed manner into the calculator, the required  moves come out as an-
                        swers. A variation of this is the TRS 80 pocket computer which has been
                        programmed to do alignment calculations via successive instructions to
                        the user telling him what information to enter.
                          By far the simplest calculator is the one described earlier in conjunc-
                        tion with the laser-based OPTALIGN@ system. Next to it, we rank the
                        IMS calculator. l4  This is designed specifically “from the ground up’’ for
                        the more common face-and-rim and reverse-indicator calculations, rather
                        than  being a  standard  commercial  calculator or computer  adapted  for
                        alignment.  For  the  more  complex  multi-element  trains,  larger  central
                        computers can be used directly with telephone linkups. Ray Dodd’s book
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