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FASTCAST™ tunnelling and underground products - CMS

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Joint rotation v Jacking load<br />

Jacking Pipes<br />

Joint deflection v Jacking load (typical)<br />

Maximum jacking load (Tonnes)<br />

Fig 1.<br />

Fig 2.<br />

1100<br />

1000<br />

900<br />

800<br />

700<br />

600<br />

500<br />

400<br />

300<br />

200<br />

100<br />

0<br />

0 0.1 0.2 0.3 0.4 0.5<br />

Deflection ( o )<br />

Fig 1. Technical advice on pipe performance is<br />

available from our technical department.<br />

Fig 2. The rubber seal is designed to be located in a<br />

pre-formed groove at the spigot end of the pipe, in<br />

order to provide a watertight joint.<br />

Fig 3. Pipes can be designed to suit individual<br />

customer requirements. These 2,100mm diameter<br />

pipes used at the MEPAS contract in Liverpool were<br />

produced with 50mm cover to reinforcement.<br />

Fig 4. Superb quality is achieved. The pipes are<br />

vertically cast to ensure a completely homogeneous<br />

structure for the wall <strong>and</strong> are reinforced with an all<br />

welded spiral double cage.<br />

Fig 3.<br />

Fig 4.<br />

0.6 0.7 0.8 0.9 1<br />

Tunnel <strong>and</strong> shaft linings An AMEC company<br />

33

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