In addition to the product pipe
issue, for many years bursting and replacing steel pipe
was not possible. When
The project for the South Tahoe
Public Utility District (STPUD) required bursting and
replacing a steel water main with a C900 restrained joint
PVC. Pacific Liners,
Vacaville, CA, was contracted to complete the project. Sean
McIntyre, Pacific Liners Project Manager said, “Pacific
Liners has many years and thousands of feet of experience
with pipe bursting, but STPUD’s water main project
was a challenge. We have always been interested in
projects that demand creativity A Grundoburst
1000G static pipe
bursting system from trenchless equipment manufacturer
TT Technologies, Aurora, Ill., was selected for the project. According to TT Technologies
Pipe Bursting Specialist Collins Orton, bursting steel
as well as ductile iron is a significant advancement in
trenchless pipe replacement. He said, “I see
this technology having a great impact on the gas and water
industries. There are miles of steel and ductile
iron lines throughout North America that are undersized
and/or deteriorating and need to be replaced. Some
are even required by legislation to be replaced. Being
able to replace and upsize these lines without digging
them up is a benefit to everyone. And now, with the
ability to utilize various product pipe materials with
the static pipe bursting application, the process is even
more valuable to utilities, contractors and engineers.” Pipe Bursting Overview
During the static bursting process, specially designed bladed rollers are pulled through an existing line by a hydraulically powered bursting unit. As the bladed rollers are pulled through, they split the host pipe. An expander attached to the rollers forces the fragmented pipe into the surrounding soil while simultaneously pulling in the new pipe. The bladed roller configuration is an essential part of static bursting success for steel and ductile iron pipe materials. The specially designed bladed rollers actually split the host pipe instead of ripping or tearing it. This is a clean process and prevents potential damage to the product pipe. Orton said, “The old pipe must
be fractured or split, the remaining fragments compacted
in to the surrounding backfill, and the new pipe pulled/pushed
in before the temporary annular space, created by the pipe
bursting tool, begins to collapse and get a firm grip on
the new pipe. Once
the soil has a firm grip on the pipe, it is very difficult
if not all but impossible to continue to move the column
of new pipe forward. In this case, the existing steel
pipe is split at the invert then expanded to make room
for the new pipe and pipe couplings. Ultimately the
split pipe acts like a shroud over the new replacement
pipe.”
Restrained Joint C-900 PVC Pipe Only static pipe bursting systems should be used due to the stiffness of the pipe. The connection of the PVC pipe to the bursting head consists of an adapter using the pipe and a steel pulling head of the same configuration as the pipe joint. The cartridge loading method can be used. Orton said, “The advantage of this cartridge loading approach is there is no need for a pipe staging area. The new replacement pipe can be unloaded, as needed, from a truck and at the end of the day there is no pipe left on site. This process requires the pipe bursting system to start and stop repeatedly. Each joint is made-up in the launch pit, pulled in and then the stopped while the next section of pipe is lowered into the launch pit and assembled to the previous joint. However, this type of pipe appears to be flexible enough to join together before a pipe burst and inserted through the launch pit with minimum bending. Of course the launch pit would need to be of adequate length to accommodate this approach successfully.”
The Job McIntyre said, “Pacific Liners showed up on site on a Monday and set up the 1000G bursting unit. The following day the line was CCTV'd to find out if there were any bends in the line that would prevent the bursting rods from making it through the pipe. We found that there was a 45-degree bend located approximately six feet from the already prepared launch pit. The launch pit was extended an additional six feet, the elbow was removed and the rods were then pushed through the pipe.” A 4-foot by 25-foot launch pit was dug at the beginning of the run and another 8-foot by 20-foot exit pit 350 feet away. The bursting unit was positioned in the exit pit and connected to a hydraulic power pack. The crew then began inserting the QuickLock® bursting rods through the host pipe and into the launch pit. A flexible guide rod attached to the front of the first rod was used to help ensure the smooth installation of Quicklock rods.
McIntyre said, “The rods went
through with such ease that we decided to proceed with
the burst that same day. Three and a half hours later
the ten-gauge steel was replaced with C-900 PVC without
disrupting the decorative garden.” Also, when evaluating a bursting project, it’s important to recognize that, in this case, the three-and-a-half hours includes pipe joining time. In the cartridge loading process you need to stage the pipe sections at the launch pit. Each individual section of pipe is brought into the launch pit and then the sections are joined and the spline assembled to form the completed restrained joint.” McIntyre said, “Pacific Liners has used the Certa-Lok restrained joint C-900 PVC product from CertainTeed in the past on sewer bypass projects. This was the first time that we had the opportunity to use it for pipe busting and we would have no issue with using it again. Once we found our rhythm of fitting the pipe the installation moved quite rapidly. The pipe proved to be a very robust product that withstood a substantial amount of pressure and came out perfect on the post CCTV inspection.” Rehab Technology,
September 2006
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