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

Modular system of connectors with equal leg lengths for Larssen sheet piles

LLS90: Equal leg corner connector for Larssen sheet piles (U, Z, Hattype); Steel grade: S355; Steel thickness: 0.35“ (9 mm); Standard length: 38.7 ft (11.8 m); Weight: 11.87 lbs/ft (17.66 kg/m); Data sheet (PDF); DWG LLS90; Request this connector; Remember this connector

Corner connector
image_1_us((1)_1782369752.webp

Larssen U

Larssen Z

LLO90: Equal leg corner connector for Larssen sheet piles (U, Z, Hattype); Steel grade: S355; Steel thickness: 0.35“ (9 mm); Standard length: 38.7 ft (11.8 m); Weight: 11.87 lbs/ft (17.66 kg/m); Data sheet (PDF); DWG LLO90; Request this connector; Remember this connector

Omega corner connector
image_1_US((1)_1782550680.webp

larssen U

Larssen Z

LLS135: Equal leg corner connector for Larssen sheet piles (U, Z, Hattype); Steel grade: S355; Steel thickness: 0.35“ (9 mm); Standard length: 38.7 ft (11.8 m); Weight: 11.87 lbs/ft (17.66 kg/m); Data sheet (PDF); DWG LLS135; Request this connector; Remember this connector

Corner connector
image_1_US(3)_1782370901.png

Larssen U

Larssen Z

LLO135: Equal leg corner connector for Larssen sheet piles (U, Z, Hattype); Steel grade: S355; Steel thickness: 0.35“ (9 mm); Standard length: 38.7 ft (11.8 m); Weight: 11.85 lbs/ft (17.63 kg/m); Data sheet (PDF); DWG LLO135; Request this connector; Remember this connector

Omega corner connector
image_1_US((1)_1782550809.webp

Larssen U

Larssen Z

LLS170: Equal leg corner connector for Larssen sheet piles (U, Z, Hattype); Steel grade: S355; Steel thickness: 0.35“ (9 mm); Standard length: 38.7 ft (11.8 m); Weight: 11.85 lbs/ft (17.63 kg/m); Data sheet (PDF); DWG LLS170; Request this connector; Remember this connector

Corner connector

Larssen U

Larssen Z

LLO170: Equal leg corner connector for Larssen sheet piles (U, Z, Hat-type); Steel grade: S355; Steel thickness: 0.35“ (9 mm); Standard length: 38.7 ft (11.8 m); Weight: 11.85 lbs/ft (17.63 kg/m); Data sheet (PDF); DWG LLO170; Request this connector; Remember this connector

Omega corner connector
image_1_us((1)_1782551102.webp

Larssen U

Larssen Z

LLTS: Equal leg T connector for Larssen sheet piles (U, Z, Hat-type); Steel grade: S355; Steel thickness: 0.35" (9 mm); Standard length: 35.4 ft (10.8 m); Standard length: 36.7 ft (11.2 m); Weight: 17.605 lbs/ft (26.2 kg/m); Data sheet (PDF); DWG LLTS; Request this connector; Remember this connector

T connector
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Larssen U

Larssen Z

LLTO: Equal leg T connector for Larssen sheet piles (U, Z, Hat-type); Steel grade: S355; Steel thickness: 0.35“ (9 mm); Standard length: 35.4 ft (10.8 m); Standard length: 36.7 ft (11.2 m); Weight: 17.605 lbs/ft (26.2 kg/m); Data sheet (PDF); DWG LLTO; Request this connector; Remember this connector

Omega T connector

Larssen U

Larssen Z

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

Modular system of connectors with equal leg lengths for Larssen sheet piles

Disclaimer

SteelWall

Legal advice

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