Page 52 - Construction Waterproofing Handbook
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2.16   CHAPTER TWO
                                                            The materials generally expand after being
                                                          wetted by the water contained in the concrete
                                                          mixture.  This swelling action enables the
                                                          materials to fill the voids within the joint to
                                                          form a watertight construction joint. Since
                                                          these products expand in the presence of
                                                          water, they must not be wetted prematurely.
                                                          This requires that the second concrete place-
                                                          ment take place almost immediately after the
                                                          waterstop placement, otherwise the joint
                                                          might expand if exposed to rain or dew. The
                                                          asphalt plastic is not susceptible to moisture
                                                          like bentonite or hydrophilic materials, but
                                                          their limited elastomeric capabilities might
                                                          prevent the complete sealing of the joint if
                                                          some areas are not bonded properly.
                                                            The materials are easily installed in a variety
                                                          of positions for properly detailing watertight
                                                          joints below-grade as shown in Fig. 2.22. None
                                                          is meant for exposure to the elements and must
                                                          be completely covered by the concrete place-
                                                          ment. As such, they present limited expansion
                                                          capabilities for the substrate. When an expan-
                                                          sion waterstop material is required, the PVC or
                                                          rubber types are required.
                                                            Waterstop size is determined by the
                                                          expected head of water pressure to be
                                                          encountered at the joint. Table 2.2 summaries
                                                          the recommended waterstop and minimum
                                                          depth of embedment into the concrete sub-
                                                          strate for various head pressures. Actual site
                                                          conditions vary, and these measurements
                                                          should be used only as approximations.
                                                          Waterstop manufacturers will recommend
                      FIGURE 2.19 Placement of waterstop for first
                      half of concrete placement. (Courtesy of J.P.  actual joint design when actual job conditions
                      Specialties, Inc.)                  are submitted for review.


          WATERSTOP INSTALLATION

                      PVC/Neoprene Rubber/Thermoplastic Rubber
                      Waterstops of this type are placed in the concrete formwork and tied or secured to firmly
                      position the material during concrete placement. It is imperative that the waterstop is never
                      allowed to fold over during concrete placement. Figure 2.23 shows some typical methods
                      to secure the waterstop prior to the first concrete placement. Figure 2.24 details the method
                      for installing waterstop using a keyed joint.
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