A combination pile wall is formed of beam elements (12), particularly T-beams and double-T-beams (I-beams), and shaped connection strips (16) directly or indirectly connecting the beam elements (12), whereby each shaped connection strip (16) that is coupled directly with one of the beam elements (12) is engaged with one of the locking elements (30) formed on the respective beam element (12). The two mutually-engaged locking elements (24, 26) of the shaped connection strip (16) and of the beam element (12) are configured with a cross section such that the two locking elements (24, 26) may pivot with respect to each other through an angular range of a minimum .+-.3.degree. to a maximum .+-.10.degree..