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

SteelWall clutch bars for pipe pile steel walls

Pipe spacing 2.4" (60 mm)

Steel thickness 0.37" (9.5 mm)

Pipe spacing 2.5" (64 mm)

Steel thickness 0.47" (12 mm)

Pipe spacing 2.6" (66 mm)

Steel thickness 0.39" (10 mm)

Pipe spacing 3" (75 mm)

Steel thickness 0.47" (12 mm)

Pipe spacing 4" (100 mm)

Steel thickness 0.35" (9 mm)

Steel thickness 0.39" (10 mm)

Pipe spacing 7.2" (180 mm)

Steel thickness 0.39" (10 mm)

Steel thickness 0.39" (10 mm)

Steel thickness 0.47" (12 mm)

Steel thickness 0.47" (12 mm), clutch bar with very high tensile strength

Pipe spacing 9.8" (248 mm)

Steel thickness 0.47" (12 mm)

Pipe spacing 9.84" (250 mm)

Steel thickness 0.47" (12 mm), clutch bars with a high rotation and deformation capacity

Pipe spacing 11.8" (300 mm)

Steel thickness 0.47" (12 mm), clutch bar with very high tensile strength

Steel thickness 0.63" (16 mm)

L8

Steel grade: S355

Steel thickness: 0.37"

Length: 38.7 ft

Theoretical weight: 5.7 lbs/ft

PDF data sheet

DWG

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L8n

Steel grade: S355

Steel thickness: 0.37"

Length: 38.7 ft

Theoretical weight: 5.64 lbs/ft

PDF data sheet

DWG

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MF64 (M22+F40)

Steel grades: S355, S430

Steel thickness: 0.47"

Length: 19.6 - 59 ft

Theor. weight M22: 2.42 lbs/ft

Theor. weight F40: 9.6 lbs/ft

PDF data sheet

DWG M22

DWG F40

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PZM-US, PZF-US

Steel grade: S355

Steel thickness: 0.39"

Length: 38.7 ft

Theoret. weight PZM-US: 3.5 lbs/ft

Theoret. weight PZF-US: 6 lbs/ft

Max. tensile strength: 11.72 kips/in

Max. twist out force: 4.62 kips/in

PDF test report

PDF data sheet

DWG PZM-US

DWG PZF-US

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MF75 (M35+F40)

Steel grades: S355, S430

Steel thickness: 0.47"

Length: 19.6 - 59 ft

Theor. weight M35: 3.22 lbs/ft

Theor. weight F40: 9.6 lbs/ft

 

PDF data sheet

DWG M35

DWG F40

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LPB100-9A

Steel grades: S355, S430

Steel thickness: 0.35"

Length: 38.7 ft, 59 ft

Theoretical weight: 6.11 lbs/ft

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DWG

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LPB100-10

Steel grades: S355, S430

Steel thickness: 0.39"

Length: 38.7 ft, 59 ft

Theoretical weight: 6.58 lbs/ft

Max. tensile strength: 5.60 kips/in

Max. twist out force: 7.34 kips/in

PDF test report

PDF Weld-on clutch bars

DWG

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LPB180-10

Steel grades: S355, S430

Steel thickness: 0.39"

Length: 38.7 ft, 59 ft

Theoretical weight: 6.58 lbs/ft

Max. tensile strength: 5.60 kips/in

Max. twist out force: 9.12 kips/in

PDF test report

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DWG

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MZ180-10, FZ180-10

Steel grade: S355

Steel thickness: 0.39" / 0.47"

Length: on request

Theor. weight MZ180-10: 6.8 lbs/ft

Theor. weight FZ180-10: 11 lbs/ft

PDF data sheet MZ/FZ180-10

PDF data sheet MZ/FZ180-9.5

DWG MZ180-10

DWG FZ180-10

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LPB180-12

Steel grades: S355, S430

Steel thickness: 0.47"

Length: 38.7 ft, 59 ft

Theoretical weight: 9.74 lbs/ft

Max. tensile strength: 8.58 kips/in

Max. twist out force: 7.71 kips/in

PDF test report

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DWG

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FD180-12

Steel grade: S355

Steel thickness: 0.47"

Length: 38.7 ft, 59 ft

Theoretical weight: 11.7 lbs/ft

Max. tensile strength: 33.37 kips/in

Max. twist out force: 8.39 kips/in

PDF test report

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DWG

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LPB248-12

Steel grades: S355, S430

Steel thickness: 0.47"

Length: 38.7 ft, 59 ft

Theoretical weight: 12.23 lbs/ft

Max. tensile strength: 8.57 kips/in

Max. twist out force: 7.71 kips/in

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DWG

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LZ250-12-A, LZ250-12-B

Steel grades: S355, S430

Steel thickness: 0.47"

Length: 38.7 ft, 59 ft

Theor. weight: 13.1 lbs/ft each

Theor. deformation range: ±2"

 

PDF FEM Simulation

PDF Weld-on clutch bars

DWG LZ250-12-A

DWG LZ250-12-B

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FD300-12

Steel grade: S355

Steel thickness: 0.47"

Length: 42.7 ft

Theoretical weight: 14.4 lbs/ft

Max. tensile strength: 36 kips/in

Max. twist out force: 12.6 kips/in

PDF test report

PDF Weld-on clutch bars

DWG

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LPB300-16

Steel grades: S355, S430

Steel thickness: 0.63"

Length: on request

Theoretical weight: 19.95 lbs/ft

Max. tensile strength: 10.44 kips/in

Max. twist out force: 7.34 kips/in

PDF test report

PDF Weld-on clutch bars

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 by certified steel processing companies.

All figures are approximate and may vary. Bar twists are possible up to 0.025"/ft (2 mm per meter). Tolerance of steel thickness ±0.04" (±1 mm). Length tolerance up to ±7.9" (±200 mm). Degree details refer to the clutch bar axes. Welding base of LPB and FD clutches can be straight or beveled. 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: 16. May 2019.

Copyright by SteelWall ISH GmbH. Clutch bars designed by Richard Heindl.

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E-Mail: info@steelwallus.com

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