Page 13 - doi_preservationbrief15
P. 13

should be assumed to be moving, it is possible to repair
      non-moving cracks by installation of a cementitious
      repair mortar matching the adjacent concrete. It is
      generally desirable not to widen cracks prior to the mortar
      application. Repair mortar containing sand in the mix may
      be used for wider cracks; unsanded repair mortar may be
      used for narrower cracks.

      When it is desirable to re-establish the structural integrity
      of a concrete structure involving dormant cracks, epoxy
      injection repair has proven to be an effective procedure.
      Such a repair is made by first sealing the crack on both sides
      of a wall or structural member with epoxy, polyester, wax,
      tape, or cement slurry, and then injecting epoxy through
      small holes or ports drilled in the concrete. Once the epoxy
      in the crack has hardened, the surface sealing material
      may be removed; however, this type of repair is usually
      quite apparent. Although it may be possible to inject epoxy
      without leaving noticeable residue, this process is difficult
      and, in general, the use of epoxy repairs in visible areas of
      concrete on historic structures is not recommended.

      Active structural cracks (which move as loads are
      added or removed) and thermal cracks (which move as
      temperatures fluctuate) must be repaired in a manner that
      will accommodate the anticipated movement. In some more
      extreme cases, expansion joints may have to be introduced
      before crack repairs are undertaken. Active cracks may
      be filled with sealants that will adhere to the sides of
      the cracks and will compress or expand during crack
                                                                Figure 19. A high-speed grinder ia used to widen a crack in
      movement. The design, detailing, and execution of sealant
                                                                preparation for installation of a sealant. This process is called
      repairs require considerable attention, or they will detract   "routing. " After the crack is prepared,  the sealant is installed to
      from the appearance of the historic building. The routing   prevent moisture infiltration through the crack. Although sealant
      and cleaning of a crack, and installation of an elastomeric   repairs can provide a durable, watertight repair for moving cracks,
      sealant to prevent water penetration, is used to address   they tend to be very visible.
      cracks where movement is anticipated. However, unless
      located in a concealed area of the concrete, this technique   due to original construction techniques, architectural
      is often not acceptable for historic structures because the   design, or differential exposure to weather. Trial repairs
      repair will be visually intrusive (Fig. 19). Other approaches,   and mock-ups are used to evaluate the proposed
      such as installation of a cementitious crack repair, may need
                                                                replacement concrete work and to refine construction
      to be considered even though this type of repair may be less
                                                                techniques (Fig 20).
      effective or have a shorter service life than a sealant repair.
                                                                Protection Systems
      Replacement
                                                                Coatings and Penetrating Sealers. Protection systems
      If specific components of historic concrete structures are
                                                                such as a penetrating sealers or film forming coating
      beyond repair, replacement components can be cast to
                                                                are often used with non-historic structures to protect
      match historic ones. Replacement of original concrete
                                                                the concrete and increase the length of the service life
      should be carefully considered and viewed as a method of
                                                                of concrete repairs. However, film-forming coatings
     last resort. In some cases, such as for repeated ornamental
                                                                are often inappropriate for use on a historic structure,
      units, it may be more cost-effective to fabricate precast
                                                                unless the structure was coated historically. Film-
      concrete units to replace missing elements. The forms
                                                                forming coatings will often change the color and
      created for precast or cast-in-place units can then be used
                                                                appearance of a surface, and higher build coatings can
      again during future repair projects.
                                                                also mask architectural finishes and ornamental details.
     Careful mix formulation, placement, and finishing are      For example, the application of a coating on concrete
      required to ensure that replacement concrete units will   having a formboard finish may hide the wood texture
      match the historic concrete. There is often a tendency to   of the surface. Pigmented film-forming coatings are
      make replacement concrete more consistent in appearance   also typically not appropriate for use over exposed
      than the original concrete. The consistency can be in     aggregate concrete, where the uncoated exposed surface
      stark contrast with the variability of the original concrete   contributes significantly to the historic character of
                                                                                                                     13
   8   9   10   11   12   13   14   15   16