Page 272 - Trenchless Technology Piping Installation and Inspection
P. 272

236     Cha pte r  S i x

                               Direction of insertion

        Lubricant system     Power unit
                      Tenbusch
                                              Surface improvements
              Work pit
               9' × 9'    New pipe
          Back                        Cracker               Ex.
          stop                                              MH
                               Front jack  Lead

                              Pipe  Cone     Existing
                             adapter expander  pipe
     FIGURE 6.6  The Tenbusch Insertion Method™.

          introduction of a lubricant allows for the efficient replacement of
          existing pipelines even in soft sticky clays or wet sands.
             Dual flexible hose sections, which transport lubricant and hydrau-
          lic fluid to the front train, are fed through each new pipe section.
          Each new hose section is connected to previous sections and to the
          operator’s control panel with quick-disconnect couplings. Using the
          new pipe as a support column, the front jack advances the lead train
          into the existing pipe independent of the advance of the new pipe
          column. The new pipe is jacked behind the lead train piece by
          piece by the jacking frame (in the jacking pit). The primary jacking
          frame applies the required thrust to advance the new pipe column
          (as the front jack is retracted). Instrumentation and controls at the
          operator’s control panel (at the jacking frame) allow the operator to
          “feel” his or her way through the existing pipe as the new pipe col-
          umn and front train are “inch-wormed” into the existing pipe. On
          completion of the pipe replacement, the lead train is disassembled
          inside a typical 4-ft diameter-receiving manhole and the new pipe is
          jacked into its final position. Figure 6.6 illustrates pipe insertion
          using the Tenbusch Insertion Method™.

          6.3.4 Pipe Eating
          The pipe removal process can potentially be executed by horizontal
          auger boring, a process that excavates the existing pipe and surround-
          ing soil by using a rotating cutting head attached to an auger that
          continuously removes the excavated soil. Other potential methods of
          pipe eating are using a modified version of the MTBM or using pipe
          ramming equipment.


     6.4  Existing Pipe Materials
          In most bursting applications, the existing pipe is composed of a
          rigid material such as vitrified clay pipe (VCP), cast iron, plain con-
          crete, asbestos, or some plastics. Reinforced concrete pipe (RCP) can
          be replaced when it is not heavily reinforced or if it is substantially
   267   268   269   270   271   272   273   274   275   276   277