SteelWall

Larssen

Ball + Socket

Cold formed

Pipe pile walls

DTH driving method

Pipe pile combi walls

H-pile walls

H-pile combi walls

Cell structures

Sealant

Larssen

Ball + Socket

Cold formed

Pipe pile walls

DTH driving method

MF DTH

Pipe pile combi walls

H-pile walls

H-pile combi walls

Cell structures

Weld-on connectors for Larssen sheet piles

LV22: Steel grade: S355J2; Steel thickness: 0.32“ (8 mm); Standard length: 38.7 ft (11.8 m); Weight: 5.39 lbs/ft (8.02 kg/m); Data sheet (PDF); DWG LV22; Request this connector; Remember this connector

Larssen U

Larssen Hat-type
image_LV22 (3)_1765774179.png

Larssen Z

L8: Steel grade: S355J2; Steel thickness: 0.375“ (9.5 mm); Standard length: 38.7 ft (11.8 m); Weight: 5.69 lbs/ft (8.47 kg/m); Data sheet (PDF); DWG L8; Request this connector; Remember this connector

Larssen U

Larssen Z

LPB180-10: Steel grade: S355J2; Steel thickness: 0.39“ (10 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight: 8.628 lbs/ft (12.84 kg/m); Data sheet (PDF); DWG LPB180-10; Request this connector; Remember this connector

Larssen U

Larssen Z

LPB100-FU: Pipe pile walls, combined steel walls, junctions. Suitable with Larssen sheet piles of theses producers: Arcelor Mittal, NSSMC, Nucor, Hoesch, Anshan-Zizhu, JFE, Vitkovice, Emirates Steel, Terra Infrastructure.; Steel grade: S355J2; Steel thickness: 0.38“ (10 mm); Standard length: 38.7 ft (11.8 m); Weight: 6.592 lbs/ft (9.81 kg/m); Data sheet (PDF); DWG LPB100-FU; Request this connector; Remember this connector; We recommend sealing the connector at the base with a small metal sheet before driving to prevent soil from penetrating

Steel thickness 0.39“ (10 mm)
image_1000x(0)_1766994121.webp

Disclaimer

SteelWall connectors generally comply with the European standards and are manufactured by certified steel processing companies. All figures are approximate and may vary. Bar twists are possible up to 2 mm per metre. Tolerance of steel thickness ±0.04“ (±1 mm). Steel thickness can be reduced by up to 2 mm at connector ends. Length tolerance up to ±7.9“ (±200 mm). Degree details refer to the connector bar axes. We reserve the right to make technical changes. We refer to DIN EN 12063. Please check the sheet pile interlocks with a physical sample section of the desired connector for compatibility. Welding specifications are non-binding and must be checked and, if necessary, adjusted by the project or welding engineer.

Larssen

Ball + Socket

Cold formed

Pipe pile walls

DTH driving method

Pipe pile combi walls

H-pile walls

H-pile combi walls

Cell structures

Weld-on connectors for Larssen sheet piles

Disclaimer

SteelWall

Legal advice

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