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Pilot Tube Microtunneling Explodes in the U.S. Using Vitrified Clay Jacking Pipe
First introduced in the United States in 1995, Pilot Tube Microtunneling (PTMT) has been increasing in popularity year after year. This trenchless method of installing sewer pipe is essentially a hybrid of three trenchless boring techniques: 1) Having a slant faced steering head similar to that of a directional drill, 2) Utilizing the guided accuracy of a conventional microtunnel machine, and 3) Using an auger type spoil removal system similar to a horizontal bore. Among the reasons for the popularity of this system are; low equipment costs, relatively small topside footprint, and small jacking pits. Each year more contractors are purchasing these inexpensive and easy to operate tunneling machines from three equipment manufacturers: Akkerman, BohrTec, and Wirth-Soltau. Initially, pipe sizes ranged from 4 inch to 12 inch with maximum drive lengths up to 250 feet. Currently, the largest diameter (in the U.S.) installed by the pilot tube microtunnel method is 27 inch I.D. /32 inch O.D. and maximum drive lengths are now just over 400 feet. Larger diameters and longer drive lengths are due to the development of better optics in the guidance system and more powerful hydraulics in the jacking frame. This paper will explain the method of how sewers are constructed using PTMT in detail (two pass and three pass methods), as well as briefly discuss in a case study manner, showing reasons the installation method was chosen, project statistics, and difficulties or challenges of numerous completed and current vitrified clay pipe pilot tube microtunnel projects.
Pilot Tube Microtunneling Explodes in the U.S. Using Vitrified Clay Jacking Pipe
First introduced in the United States in 1995, Pilot Tube Microtunneling (PTMT) has been increasing in popularity year after year. This trenchless method of installing sewer pipe is essentially a hybrid of three trenchless boring techniques: 1) Having a slant faced steering head similar to that of a directional drill, 2) Utilizing the guided accuracy of a conventional microtunnel machine, and 3) Using an auger type spoil removal system similar to a horizontal bore. Among the reasons for the popularity of this system are; low equipment costs, relatively small topside footprint, and small jacking pits. Each year more contractors are purchasing these inexpensive and easy to operate tunneling machines from three equipment manufacturers: Akkerman, BohrTec, and Wirth-Soltau. Initially, pipe sizes ranged from 4 inch to 12 inch with maximum drive lengths up to 250 feet. Currently, the largest diameter (in the U.S.) installed by the pilot tube microtunnel method is 27 inch I.D. /32 inch O.D. and maximum drive lengths are now just over 400 feet. Larger diameters and longer drive lengths are due to the development of better optics in the guidance system and more powerful hydraulics in the jacking frame. This paper will explain the method of how sewers are constructed using PTMT in detail (two pass and three pass methods), as well as briefly discuss in a case study manner, showing reasons the installation method was chosen, project statistics, and difficulties or challenges of numerous completed and current vitrified clay pipe pilot tube microtunnel projects.
Pilot Tube Microtunneling Explodes in the U.S. Using Vitrified Clay Jacking Pipe
Boschert, Jeff (author)
International Conference on Pipeline Engineering and Construction ; 2007 ; Boston, Massachusetts, United States
Pipelines 2007 ; 1-9
2007-07-06
Conference paper
Electronic Resource
English
Risk management , Pipes , Trenchless technology , Microtunneling , Linings , Jacking , Pipelines , Clays
Pilot Tube Microtunneling Explodes in the U.S. using Vitrified Clay Jacking Pipe
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