Abstract: A method for sealing the connection between two sheet piles, this connection being achieved by using claws integrated with the sheet piles. Prior to the interlocking of the sheet piles, a jointing band of an elastic, compressible and/or hydroswellable organic material is stuck to the claw of at least one of the sheet piles. The method further includes fixing a metal sheet to the free surface of the band, and then interlocking the sheet piles. The invention also provides a sheet pile comprising a claw provided with a band of an elastic, compressible and/or hydroswellable organic material, characterized in that the outer surface of the band is at least partly covered with a metal sheet which is connected to the band.

Abstract: A multiplicity of step-shaped sleepers or ties each having two straight end segments interconnected by a middle portion inclined at obtuse angles with respect to the end segments are each joined at their respective end segments to two adjacent sleepers by means of rib plates to form a zig-zag sleeper network underlying a pair of parallel spaced-apart rails in a railway roadbed assembly. The sleepers are formed from I-beam profiles; a plurality of channel profiles extending parallel to the rails below the sleeper network are connected to the rib plates by bolts traversing the sleepers, the channels being embedded in the ground or in a concrete track bed to prevent lateral displacement of the railway assembly. A method of forming Y-shaped ties includes the bending of I-beam profiles in a press die assembly, welding the profiles together and filling interbeam spaces with a weight-increasing corrosion-retarding material such as concrete.