Page 388 - Trenchless Technology Piping Installation and Inspection
P. 388

338     Cha pte r  Ei g h t


          8.5.2 Materials

          Pipe
          Pipe used in this method includes an external steel casing pipe and
          may include an interior carrier pipe.


          Pipe Dimensions and Requirements
          Refer to pipe, casing, and spacer requirements for the horizontal
          auger-boring method mentioned in Sec. 8.3.2.


          8.5.3 Construction
          Equipment
          Equipment used for this method varies greatly. However, the basic
          operations of hammering the pipe into position and removing the
          excess soil are essential. Please refer to the specific operator’s manual
          for more information.

          Method

              1.  Each pipe section must be rammed forward as the excavation
                 progresses in such a way to provide complete and adequate
                 ground support at all times. Lubrication must be applied
                 to the external surface of the pipe to reduce skin friction.
                 A hammer frame must be positioned to develop a uniform
                 distribution of ramming forces around the periphery of the
                 pipe. Special care must be taken by the contractor to ensure
                 that the launch seal is properly designed and constructed.
                 Special care must be taken when setting the pipe guard rails
                 in the pit to ensure a correct alignment.
               2.  In open-end ramming, either a prefabricated soil-cutting
                 shield must be attached to the front of the casing pipe leading
                 edge, or a casing band must be welded around the outside or
                 inside edge of the pipe. In closed-end ramming, a cone-
                 shaped attachment must be welded or threaded to the front
                 of the casing pipe.
               3.  Whenever possible, the casing pipe must be driven in a con-
                 tinuous, single run. If space is limited, the job can be com-
                 pleted in a series of short ramming sections. Length of pipe
                 sections must be selected based on available space for an
                 insertion pit setup. Casing pipe section length between 20 and
                 40 ft is frequently selected. Section lengths between 10 and 60
                 ft can be allowed considering the availability of pit space.
               4.  The contractor must dispose of all excavated material from
                 the pipe ramming and access pit construction operations
   383   384   385   386   387   388   389   390   391   392   393