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

MF high-strength connectors

MF63: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight M35: 3.2 lbs/ft (4.76 kg/m); Weight F28: 7.19 lbs/ft (10.7 kg/m); Max. tensile strength: 14.57 kips/in (2,552 kN/m), (FEM); Data sheet (PDF); DWG M35; DWG F28; Request this connector; Remember this connector

H-pile spacing ~2.48“ (63 mm) image_MF63 (1)_1765447156.png

Steel thickness 0.47“ (12 mm) image_MF63 (3)_1765447156.png

heading

MF75: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight M35: 3.198 lbs/ft (4.76 kg/m); Weight F40: 9.595 lbs/ft (14.28 kg/m); Max. tensile strength: 19.52 kips/in (3,419 kN/m); Data sheet (PDF); Test report (PDF); DWG M35; DWG F40; Request this connector; Remember this connector

H-pile spacing ~3“ (75 mm) image_MF75 (1)_1765871486.png

Steel thickness 0.47“ (12 mm) image_MF75 (3)_1765871486.png

heading

MF100: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight M60: 4.64 lbs/ft (6.9 kg/m); Weight F40: 9.595 lbs/ft (14.28 kg/m); Max. tensile strength: 19.52 kips/in (3,419 kN/m); Data sheet (PDF); Test report (PDF); DWG M60; DWG F40; Request this connector; Remember this connector

H-pile spacing ~4“ (100 mm) image_MF100(1)_1765440143.png

Steel thickness 0.47“ (12 mm) image_MF100(3)_1765440143.png

heading

MF130: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight M90: 6.56 lbs/ft (9.76 kg/m); Weight F40: 9.595 lbs/ft (14.28 kg/m); Max. tensile strength: 18.27 kips/in (3,419 kN/m); Data sheet (PDF); Test report (PDF); DWG M90; DWG F40; Request this connector; Remember this connector

H-pile spacing ~5.12“ (130 mm) image_MF130(1)_1765439141.png

Steel thickness 0.47“ (12 mm) image_MF130(3)_1765439141.png

heading

MF180a: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight M140: 9.92lbs/ft (14.77 kg/m); Weight F40: 9.6 lbs/ft (14.28 kg/m); Max. tensile strength: 19.52 kips/in (3,419 kN/m); Data sheet (PDF); Test report (PDF); DWG M140; DWG F40; Request this connector; Remember this connector

H-pile spacing ~7.1“ (180 mm) image_MF180(1)_1765434391.png

Steel thickness 0.47“ (12 mm) image_MF180(3)_1765434391.png

heading

MF180b: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight M90: 6.56 lbs/ft (9.76 kg/m); Weight F90: 12.38 lbs/ft (18.42 kg/m); Max. tensile strength: 17.88 kips/in (3,132 kN/m), (FEM); Data sheet (PDF); FEM simulation F90 (PDF); DWG M90; DWG F90; Request this connector; Remember this connector

H-pile spacing ~7.1“ (180 mm) image_MF180(1)_1765873268.png

Steel thickness 0.47“ (12 mm) image_MF180(3)_1765873268.png

heading

MF230: Steel grade: S355J2; Steel thickness: 0.47" (12 mm); Standard lengths: 26.25 ft, 38.7 ft (8 m, 11.8 m); Weight M140: 9.92 lbs/ft (14.77 kg/m); Weight F90: 12.38 lbs/ft (18.42 kg/m); Max. tensile strength: 17.88 kips/in (3,132 kN/m), (FEM); Data sheet (PDF); FEM simulation F90 (PDF); DWG M140; DWG F90; Request this connector; Remember this connector

H-pile spacing ~9.05“ (230 mm) image_MF230(1)_1765873867.png

Steel thickness 0.47“ (12 mm) image_MF230(3)_1765873867.png

heading

MF250: Steel grade: S355J2; Steel thickness: 0.47“ (12 mm); Standard lengths: 26.2 ft, 38.7 ft (8 m, 11.8 m); Weight M160: 11.154 lbs/ft (16.6 kg/m); Weight F90: 12.38 lbs/ft (18.42 kg/m); Max. tensile strength: 17.88 kips/in (3.132 kN/m), (FEM); Data sheet (PDF); FEM simulation F90 (PDF); DWG M160; DWG F90; Request this connector; Remember this connector

Pipe spacing ~250 mm image_2_100(1)_1782387091.webp

Steel thickness 12 mm

heading

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

MF high-strength connectors

Disclaimer

SteelWall

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