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Two formations of adjustment gangs mainly using a Plassar multiple tie tamper are applied to Northern Line to perform continuous adjustment approximately once a year. Surface, alignment, and circularity are attentively adjusted in the daytime by fully using an automatic inspection / adjustment system.

 

(b) Repair of track materials

 

Because the existing track specifications are low-level, upgrading of the specifications is assumed to be progressed. However, it seems that repair of components for the existing specifications is generally satisfied. It seems that a sufficient amount of track ballast is replenished and wooden sleepers and tie plates are kept at a sound level. Partial replacement of wooden sleepers is most frequently performed as the routine material replacement.

 

(c) Long welded rail

 

1/ A 144 m rail is made from 18 m rails by the factory flash butt welding and the long welded rail is completed from these 144 m rails by thermit-weldt at a work site.

 

2/ A long welded rail generally has a length equal to the distance between stations. The long welded rail normally has a joint at its end.

 

3/ A 18 m rail is used for a mountainous section without using a long welded rail not because of the prevention of buckling of a track but because of the profitability for maintenance including rail replacement. Because a temperature change is small, it is possible to change a 18 m rail to a long welded rail.

 

However, it is necessary to replace a rail in a short period because of one-side wear of the rail. When a long welded rail is used, a lot of labor is required for replacement compared to the case of a 18 m rail at present. Therefore, the maintenance work amount cannot be decreased even by using a long welded rail.

 

(4) Civil engineering center

 

 

 

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