Page 103 - Machinery Component Maintenance
P. 103

86   Machinery  Component Maintenance and Repair

             It is believed that many foundation cracking problems and broken an-
           chor bolts are caused by improper bolt installation. Anchor bolt sleeves
           should be filled with a pliable material such as silicone rubber molding
           compound. When sleeves are filled with a rigid material, and the equip-
           ment  is  grouted  without  isolating  the  anchor  bolts,  extremely  high
           stresses are imposed on the foundation as the equipment grows from ther-
           mal expansion. Growth on a 204 machine can be as much as 0.200 in.
           when thermal equilibrium is reached. Anchor bolts near each end of the
           equipment are placed under the greatest stress.

           Outdoor Installations

             Because epoxy  grout and  concrete absorb and  dissipate heat  rather
           slowly, cyclic temperatures cause uneven thermal expansion or contrac-
           tion. This unequal expansion produces unequal stresses. The weak link is
           the tensile strength of the concrete, and cracking occurs in the corners
           where stress risers exist (Figure 3-5). In Condition A, the system is in
           thermal  equilibrium and  no  stresses exist.  During  the  cooling  cycle
           shown in Condition B,  the grout surface contracts first. This causes a
           thermal gradient within the grout which produces stress that promotes
           edge lifting. As the temperature conditions are reversed during the heat-
           ing cycle, as shown in Condition C, cracks have a tendency to close. As
           the cycle is repeated, cracking progresses until it reaches a point under
           the edge of  the equipment where compressive loading exists. Because
           tension is required for cracking, cracking cannot continue into an area
           which is under compression. Thicker grout increases the tendency for
           cracking until the cross-sectional dimensions of grout and shoulder are
           about equal. After grout thickness equals or exceeds the shoulder width,



                                         Heat                     Heat











              Condition A           Condition B             Condition C
          At  thermal equilibrium   During the cooling   During the  heating
                                      cycle                   cycle

                Figure 3-5.  Stresses at foundation corners caused by cyclic temperature.
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