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

MZ Connectors System with Tolerance Compensation

MZ486: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft , 38.7 ft (8 m, 11.8 m); Weight MZ200: 17.652 lbs/ft (26.27 kg/m); Weight DF: 9.82 lbs/ft (14.62 kg/m); Weight F28: 7.19 lbs/ft (10.7 kg/m); Data sheet (PDF); DWG MZ200; FEM simulation MZ486 (PDF); DWG DF; DWG F28; Request this connector; Remember this connector

System width ~19.1“ (486 mm)
image_MZ200(2)_1767184108.png

MZ510: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft , 38.7 ft (8 m, 11.8 m); Weight MZ200: 17.652 lbs/ft (26.27 kg/m); Weight DF: 9.82 lbs/ft (14.62 kg/m); Weight F40: 9.6 lbs/ft (14.28 kg/m); Data sheet (PDF); FEM simulation MZ510 (PDF); DWG MZ200; DWG DF; DWG F40; Request this connector; Remember this connector

System width ~29.1“ (510 mm)
image_MZ200(2)_1767176160.png

MZ610: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft , 38.7 ft (8 m, 11.8 m); Weight MZ200: 17.652 lbs/ft (26.27 kg/m); Weight DF: 9.82 lbs/ft (14.62 kg/m); Weight F90: 12.38 lbs/ft (18.42 kg/m); Data sheet (PDF); FEM simulation MZ610 (PDF); DWG MZ200; DWG DF; DWG F90; Request this connector; Remember this connector

System width ~24“ (610 mm)
image_MZ200(2)_1766999098.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

MZ Connectors System with Tolerance Compensation

Disclaimer

SteelWall

Legal advice

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