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Sheet pile e.g. for stiffening embankments with Larssen lock, has halves of Larssen lock which are provided on longitudinal edges of sheet piling with pile positively joined to sheet piles of same kind to form sheet wall
Sheet pile e.g. for stiffening embankments with Larssen lock, has halves of Larssen lock which are provided on longitudinal edges of sheet piling with pile positively joined to sheet piles of same kind to form sheet wall
The pile (1) has halves (6, 7) of a Larssen lock (4, 5), which are provided on the longitudinal edges of the sheet piling. The pile can be positively joined to sheet piles of the same kind to form a sheet wall. Rigidity is increased with regard to buckling and deforming by providing an angled transition area, which forms a groove (6c). Between a lock chamber (6a) and an adjacent limb (1b) the profile of the pile is flattened by an outer material accumulation (6e).
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