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

LPB connectors

LPB100-10: Steel grade: S355J2; Steel thickness: 0.39“ (10 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight: 6.652 lbs/ft (9.9 kg/m); Data sheet (PDF); Test report (PDF); DWG LPB100-10; Request this connector; Remember this connector; Also suitable for Larssen sheet piles (U, Z)*

Pipe spacing ~4“ (100 mm)
image_LPB10(1)_1767083472.png

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; Also suitable for Larssen sheet piles (U, Z)*

Pipe spacing ~7.1“ (180 mm)
image_LPB18(1)_1765867289.png

LPB180-12: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight: 9.74 lbs/ft (14.5 kg/m); Max. tensile strength: 8.58 kips/in (1,502 kN/m); Data sheet (PDF); Test report (PDF); DWG LPB180-12; Request this connector; Remember this connector; Not suitable for Larssen sheet piles.

Pipe spacing ~7.1“ (180 mm)
image_LPB18(1)_1765746195.png

LPB180-16: Steel grade: S355J2; Steel thickness: 0.63“ (16 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight: 15.05 lbs/ft (22.4 kg/m); Data sheet (PDF); DWG LPB180-16; Request this connector; Remember this connector; Not suitable for Larssen sheet piles.

Pipe spacing ~7.1“ (180 mm)
image_LPB18(1)_1765876741.png

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

LPB connectors

Disclaimer

SteelWall

Legal advice

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