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TBM’s Tunnel Boring Machines
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TBM’s Machines
Nepal has been digging tunnels using the conventional drill and blast since 1950s. The D&B method is a standard method to dig tunnels not only in Nepal but worldwide. However, in the recent past the use of mechanized tunneling methods using Tunnel Boring Machine (TBMs) are becoming increasingly popular methods to dig tunnels of longer lengths. Nepal used its first TBM in 2015 to dig the tunnel for Bheri Babai Diversion Multipurpose Project. The TBM manufactured by Robbins-A global TBM Company and supplied through MMSM to the contractor appointed by Department of irrigation (DoI), Nepal was successful in completing the tunnel boring of 12.3 KMs of tunnel in just 17 months. This could have taken more than 10 years if dug through Drill & Blast method.
Similarly, the second TBM project in Nepal Sunkoshi Marine Diversion Multipurpose Project under the same department opted to dig its 13.3 KM tunnel using the TBM manufactured and redesigned by Robbins. The tunnel was completed in 19 months about 7 months ahead of schedule.
These successes have proven the worth of TBM’s in Nepal. Now more and more contractors and Developers are exploring the option of using TBMs for their tunnels. The initial capital investment in this method creates a doubt among the tunneler, however it has been seen globally and in Nepal that the significant time saved by using the machine, completely justifies the initial investment. Any tunnels longer than 7km is worth digging using a Tunnel Boring machine.
TBM offerings
A Robbins Main Beam TBM is complex in its design, yet relatively simple in concept. The front of the TBM is a rotating cutterhead that matches the diameter of the tunnel. The cutterhead holds disc cutters (ranging from 14″ to 20″ in diameter) which are positioned for optimal boring of the given rock type. As the cutterhead turns, hydraulic propel cylinders push the cutters into the rock. The transfer of this high thrust through the rolling disc cutters creates fractures in the rock, causing chips to break away from the tunnel face. A unique floating gripper system pushes on the sidewalls and is locked in place while the propel cylinders extend, allowing the main beam to advance the TBM.
1. Main beam TBMs
What is a Main Beam TBM?
A Robbins Main Beam TBM is complex in its design, yet relatively simple in concept. The front of the TBM is a rotating cutterhead that matches the diameter of the tunnel. The cutterhead holds disc cutters (ranging from 14″ to 20″ in diameter) which are positioned for optimal boring of the given rock type. As the cutterhead turns, hydraulic propel cylinders push the cutters into the rock. The transfer of this high thrust through the rolling disc cutters creates fractures in the rock, causing chips to break away from the tunnel face. A unique floating gripper system pushes on the sidewalls and is locked in place while the propel cylinders extend, allowing the main beam to advance the TBM.
The machine can be continuously steered while gripper shoes push on the sidewalls to react the machine’s forward thrust. Buckets in the rotating cutterhead scoop up and deposit the muck onto a belt conveyor inside the main beam. The muck is then transferred to the rear of the machine for removal from the tunnel. At the end of a stroke the rear legs of the machine are lowered, and the grippers and propel cylinders are retracted. The retraction of the propel cylinders re-positions the gripper assembly for the next boring cycle. The grippers are extended, the rear legs lifted, and boring begins again