Page 292 - Buried Pipe Design
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Rigid Pipe Products  263

          Circumferential Steel Reinforcement  Mortared in Field

                    Longitudinal Steel
                    Reinforcement          Bell Ring













                                 Rubber Gasket
                        Spigot Ring              Steel Cylinder
                                       Mortared in Field
              Inside Diameter
          Figure 5.7 Wall cross section of reinforced concrete cylinder pipe.
          (Reprinted, by permission, from Bulletin No. 200, United Concrete
          Pipe Corporation.)



           A concrete core is either cast (embedded cylinder) or spun (lined
         cylinder) in the steel cylinder. After curing, the cylinder is helically
         wrapped with hard-drawn wire under high-tensile stress. The lead
         angle is controlled to produce a specific compression stress in the con-
         crete core. After wrapping, the pipe is coated with a cement slurry and
         a dense mortar or concrete coating.
           Embedded-cylinder pipe is commonly available in 24- through
         144-in diameter. Lined-cylinder pipe is manufactured in diameters of
         16 through 60 in. Prestressed concrete cylinder pipe is designed using
         a combined loading analysis. This method was discussed in Chap. 4
         (see also AWWA C301).


         Reinforced concrete cylinder pipe
         This pipe is similar to the embedded-cylinder pipe in manufacture.
         However, no prestressed wire is applied, and instead one or more rein-
         forcing cages and the steel cylinder are positioned between vertical
         forms and the concrete is cast (Fig. 5.7). Steam or water is used to cure
         the concrete. This pipe is available in diameters of 24 through 144 in.
         Design is based on either the strength method or the working stress
         method. In either case, the pipe is to be designed to withstand inter-
         nal pressure and external load, each acting separately or in combina-
         tion (see AWWA C300, Appendix A).
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