Abstract: A connecting profile is disclosed for interconnecting three sheet-pile wall components. The connecting profile has a basic body from which three identical lock profiles project in predetermined coupling directions. Each lock profile comprises a thumb strip with a central web on which is formed a thumb which extends transversely to the longitudinal direction of the central web. A curved finger strip points in the direction of the thumb strip and forms a lock inner chamber and defines a mouth opening for the lock of the sheet-pile wall component that is to be hooked in. The mouth opening and the lock inner chamber are designed in such a way that the lock of the sheet-pile wall component that is to be hooked into the lock profile can be pivoted in the lock profile by a pivot angle of at least 15 degrees.

Abstract: A connecting profile of constant cross section that couples sheet piles to carrier elements. The connecting profile exhibits a center strip, on which a coupling profile, which is to be connected to the carrier element, and an interlock profile for hooking an interlock of the sheet pile are formed. The interlock profile exhibits a supporting strip projecting from the center strip and a hook strip projecting from the center strip. The supporting strip projects at least approximately at a right angle from the center strip. The hook strip exhibits a transition section projecting at least approximately at a right angle from the center strip, and a hook section, which runs at least approximately at a right angle to the transition section in the direction of the supporting strip and which defines with the supporting strip a jaw for inserting the interlock of the sheet pile.

Abstract: A continuous connecting profile (10) for attachment of sheet piles to supporting elements has a central rib bar (16) that separates from each other two oppositely-placed attachment profiles, each having a jaw, and is a part of both attachment profiles. One of the attachment profiles is configured as a mounting profile for the supporting element, and the other attachment profile is configured as a receiving profile for a lock of an attaching sheet pile.

Abstract: The connection element according to the present invention includes a central strip and two hook strips issuing from it that together form a claw strip with C-shaped cross section. The ends of the hook strips point toward each other, and with their ends, define an open jaw. Additionally, the extended central lines of the ends of the hook strips intersect outside the open jaw. Extending from the claw strip is at least one connection strip that possesses a straight neck strip and a head strip that is oval in cross section. The major axis of the oval head strip is perpendicular to the longitudinal axis of the neck strip.

Abstract: Free standing above-ground barrier wall 10 that includes a plurality of sheet-pile planks 16, and optionally one or more support elements 12 that are interconnected together using one or more interlocking connectors 22, 24. The sheet-pile plank 16 has a lower edge located proximate a top surface of the ground 14 upon which the free standing above-ground barrier wall 10 is erected in an upstanding, installed configuration. The sheet-pile plank 16 and the support element 12 each constitute sheet-pile components and in the upstanding, installed configuration, a lower portion of the sheet-pile plank 16 is ground engaged and a substantial entirety of the weight of the sheet-pile plank is supported at its engagement with the ground. The engagement may be merely abutting with the plank 16 resting atop the ground, or the lower edge of the plank 16 may be buried into the ground to a certain degree.

Abstract: 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° to a maximum ±10°.