Page 122 - Machinery Component Maintenance
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Muchinerx Foundurions und Grouting   105


                      The question has been asked, “Why should a $75-$1 10/ft3 epoxy grout
                    be used in place of a $30/ft3 cementitious grout‘?” There are two reasons
                    to pay the additional “one time cost.” Epoxy grout applied to a properly
                    prepared baseplate bonds with a tensile strength of 2,000 psi. This trans-
                    forms the baseplate into a monolith with the concrete foundation. Forma-
                    tion of a single block lowers the natural frequency of the pump baseplate,
                    which reduces pump shaft vibration caused by resonance. Observation of
                    pumps that had been installed with the new grouting procedure revealed
                    longer “mean time between failure” (MTBF) over existing pumps. Older
                    pumps had vibration levels from 0.3 to 0.5 in./sec (IPS) as compared to
                    less than 0.15 IPS for the new pumps.
                      The second reason to use epoxy grout is that it seals the concrete foun-
                    dation to prevent damage from moisture and oil seepage. Since there is
                    no bond when cementitious grout is used,  it is likely that moisture or oil
                    will get between the underside of the baseplate and foundation.


                                       Baseplate Leveling Procedures
                      It is necessary to discuss the baseplate leveling procedure first in order
                    to fully understand certain baseplate and foundation preparations. These
                    preparations must be performed before placement of the baseplate on the
                    foundation.
                      The following assumptions are made concerning the pump foundation:
                       The foundation should rest on solid or stabilized earth, completely
                       independent  of  other  foundations,  pads,  walls,  or operating  plat-
                       forms. A minimum of 3,000-psi steel-reinforced concrete should be
                        used.
                       The foundation should be adequately designed to support the pump.
                       Foundation mass for centrifugal pumps should be at least three times
                       the mass of the pump, driver, and baseplate. The reciprocating pump
                       foundation mass should be at least five times the pump system mass.
                       The foundation should be designed to avoid resonant vibration condi-
                       tions originating from normal excitation forces at operating speed or
                       multiples of the rotating speed.
                       The pump, gearbox  (if used), and driver should rest on a common
                        foundation.
                      0 The foundation should be designed for uniform temperatures to re-
                       ducc distortion and  misalignment  (boiler feedwater pump  applica-
                        tions).
                      Do not take these assumptions for granted. Check the foundation at the
                    design stage, not after it has been poured. There are some good computer
                    programs available for foundation designs.
                      There are four  popular  methods  used  to  support the pump  baseplate
                    while  the  grout  is  poured  and  cured.  Figure  3-21  illustrates the  four
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