Corner, cross, T and weld-on clutch bars for sheet pile wall structures

SteelWall clutch bars for pipe pile steel walls

Pipe spacing 60 mm

Steel thickness 9.5 mm

Pipe spacing 64 mm

Steel thickness 12 mm

Pipe spacing 75 mm

Steel thickness 12 mm

Pipe spacing 100 mm

Steel thickness 9 mm

Steel thickness 10 mm

Pipe spacing 180 mm

Steel thickness 10 mm

Steel thickness 10 mm

Steel thickness 12 mm

Steel thickness 12 mm, clutch bar with very high tensile strength

Pipe spacing 248 mm

Steel thickness 12 mm

Pipe spacing 250 mm

Steel thickness 12 mm, clutch bars with a high rotation and deformation capacity

Pipe spacing 300 mm

Steel thickness 12 mm, clutch bar with very high tensile strength

Steel thickness 16 mm

L8

Steel grade: S355

Steel thickness: 9.5 mm

Length: 11.8 m

Theoretical weight: 8.5 kg/m

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DWG

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L8n

Steel grade: S355

Steel thickness: 9.5 mm

Length: 11.8 m

Theoretical weight: 8.4 kg/m

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DWG

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MF64 (M22+F40)

Steel grades: S355, S430

Steel thickness: 12 mm

Length: 6 - 18 m

Theor. weight M22: 3.6 kg/m

Theor. weight F40: 14.3 kg/m

 

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DWG M22

DWG F40

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MF75 (M35+F40)

Steel grades: S355, S430

Steel thickness: 12 mm

Length: 6 - 18 m

Theor. weight M35: 4.8 kg/m

Theor. weight F40: 14.3 kg/m

 

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DWG M35

DWG F40

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LPB100-9A

Steel grades: S355, S430

Steel thickness: 9 mm

Length: 11.80 m, 18 m

Theoretical weight: 9.1 kg/m

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DWG

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LPB100-10

Steel grades: S355, S430

Steel thickness: 10 mm

Length: 11.8 m, 18 m

Theoretical weight: 9.8 kg/m

Max. tensile strength: 980 kN/m

Max. twist out force: 1,284 kN/m

PDF test report

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DWG

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LPB180-10

Steel grades: S355, S430

Steel thickness: 10 mm

Length: 11.8 m, 18 m

Theoretical weight: 13 kg/m

Max. tensile strength: 1,026 kN/m

Max. twist out force: 971 kN/m

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DWG

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MZ180-10, FZ180-10

Steel grade: S355

Steel thickness: 10 / 12 mm

Length: on request

Theor. weight MZ180-10: 10.1 kg/m

Theor. weight FZ180-10: 16.4 kg/m

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DWG MZ180-10

DWG FZ180-10

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LPB180-12

Steel grades: S355, S430

Steel thickness: 12 mm

Length: 11.8 m, 18 m

Theoretical weight: 14.3 kg/m

Max. tensile strength: 1,500 kN/m

Max. twist out force: 1,350 kN/m

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DWG

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FD180-12

Steel grade: S355

Steel thickness: 12 mm

Length: 11.8 m, 18 m

Theoretical weight: 17.4 kg/m

Max. tensile strength: 5,843 kN/m

Max. twist out force: 1,468 kN/m

 

PDF test report

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DWG

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LPB248-12

Steel grades: S355, S430

Steel thickness: 12 mm

Length: on request

Theoretical weight: 18.2 kg/m

Max. tensile strength: 1,500 kN/m

Max. twist out force: 1,350 kN/m

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DWG

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LZ250-12-A, LZ250-12-B

Steel grade: S355

Steel thickness: 12 mm

Length: 11,8 m, 18 m

Theor. weight: 19.5 kg/m

Theor. deformation range: ±50 mm

 

PDF FEM Simulation

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DWG LZ250-12-A

DWG LZ250-12-B

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FD300-12

Steel grade: S355

Steel thickness: 12 mm

Length: 13.8 m

Theor. weight: 21.4 kg/m

Max. tensile strength: 6,312 kN/m

Max. twist out force: 2,209 kN/m

PDF test report

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DWG

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LPB300-16

Steel grades: S355, S430

Steel thickness: 16 mm

Length: on request

Theor. weight: 29.7 kg/m

Max. tensile strength: 1,828 kN/m

Max. twist out force: 1,596 kN/m

PDF test report

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DWG

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Test report / download

Tensile and twist out tests

Technical data / disclaimer

SteelWall clutch bars generally comply with the European standards and are manufactured in certified steel rolling and steel extrusion mills. All figures are approximate and may vary. Bar twists are possible up to 2 mm per meter. Tolerance of steel thickness ±1 mm. Length tolerance up to ±200 mm. Degree details refer to the clutch bar axes. Welding base of LPB and FD clutches can be straight or bevelled. 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 clutch bar for compatibility.

 

Issue date: 14. Nov. 2018. Copyright by SteelWall ISH GmbH. Clutch bars designed by Richard Heindl.

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