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

SteelWall clutch bars for H pile steel walls

Spacing of H piles 7.2" (180 mm)

Steel thickness 0.39" (10 mm)

Steel thickness 0.47" (12 mm)

Spacing of H piles 9.8" (248 mm)

Steel thickness 0.47" (12 mm)

Spacing of H piles 11.8" (300 mm)

Steel thickness 0.63" (16 mm)

Spacing of H piles 9.84" (250 mm)

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

Spacing of H piles 7.2" (180 mm)

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

Spacing of H piles 11.8" (300 mm)

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

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

PDF Weld-on clutch bars

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

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: 19.62 lbs/ft

Max. tensile strength: 10.44 kips/in

Max. twist out force: 9.12 kips/in

PDF test report

PDF Weld-on clutch bars

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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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

PDF Weld-on clutch bars

DWG

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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: 36.04 kips/in

Max. twist out force: 12.62 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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