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Installation Manual - Future Pipe Industries

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9.4. Subsidence<br />

In order to allow for subsidence flexible rubber seal joints can be used (RSJ, RSLJ). There would be no sense in using<br />

one joint in a pipe section (e.g. between two manholes), as these joints only allow angular deflection and no lateral<br />

displacement.So they always have to be installed in pairs to create a rocker pipe. In this a way that one will be<br />

placed at the beginning and the other at the end of the area where settlement will occur. The rocker pipe will then act<br />

as a hinge.<br />

Fig. 9.4.a.<br />

The longer the rocker pipe, the bigger the difference in subsidence that can be accommodated. However, this will also<br />

increase the loads on the joints. This can be avoided by using more rocker pipes.<br />

Fig. 9.4.b.<br />

intermediate part original position<br />

flexible joint location of pipe after subsidence<br />

intermediate part original position<br />

flexible joint<br />

location of pipe<br />

after subsidence<br />

Depending on the soil condition and foundation of the buildings, pumping stations, under piled manholes, etc.<br />

to which the pipes are connected a minimum of 4 flexible couplers (RSJ) should be used between 2 manholes.<br />

This accommodates possible settlement of the manholes. The branch connection of the manhole (provided with socket<br />

or spigot end) should also be of a limited length to avoid excessive bending. Otherwise this may result in a break in<br />

the pipe or the branch connection. The length of these connections is 1 x ID with a minimum length of 0.5 m.<br />

Wavistrong <strong>Installation</strong> <strong>Manual</strong><br />

40<br />

settled profile after subsidence<br />

settled profile<br />

after subsidence<br />

sag<br />

sag

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