Connectors for sheet pile wall structures
Corner connectors, T connectors, cross connectors, weld-on connectors
Connectors for H pile steel walls
Spacing of H piles ~2.48" (63 mm)
Steel thickness 0.47" (12 mm)
Also suitable for Ball + Socket sheet piles
Spacing of H piles ~3" (75 mm)
Steel thickness 0.47" (12 mm)
Also suitable for Ball + Socket sheet piles
Spacing of H piles ~5.1" (130 mm)
Steel thickness 0.47" (12 mm)
Also suitable for Ball + Socket sheet piles
Spacing of H piles ~7.1" (180 mm)
Steel thickness 0.47" (12 mm)
Also suitable for Ball + Socket sheet piles
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Steel thickness 0.47" (12 mm)
Also suitable for Ball + Socket sheet piles
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Steel thickness 0.47" (12 mm), connector with very high tensile strength
Spacing of H piles ~9.055" (230 mm)
Steel thickness 0.47" (12 mm)
Also suitable for Ball + Socket sheet piles
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Spacing of H piles ~11.8" (300 mm)
Steel thickness 0.47" (12 mm), connector with very high tensile strength
Spacing of H piles ~12.2" (310 mm)
Steel thickness 0.47" (12 mm)
MF63
Steel grade M35: S355J2,
Steel grade F28: S355J2/-GP
Steel thickness: 0.47“
Standard lengths:
25 ft, 26.25 ft, 38.7 ft, 44 ft
Weight M35: 3.2 lbs/ft
Weight F28: 7.19 lbs/ft
Max. tensile strength: 14.57 kips/in
PDF Data sheet
DWG M35
DWG F28
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MF75
Steel grade: S355J2
Steel thickness: 0.47“
Standard lengths:
26.25 ft, 38.7 ft
Weight M35: 3.198 lbs/ft
Weight F40: 9.595 lbs/ft
Max. tensile strength: 19.52 kips/in
PDF Test report
PDF Data sheet
DWG M35
DWG F40
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MF130
Steel grade: S355J2
Steel thickness: 12 mm
Standard lengths: 26.25 ft, 38.7 ft
Weight M90: 6.56 lbs/ft
Weight F40: 9.6 lbs/ft
Max. tensile strength: 19.52 kips/in
PDF Test report
PDF Data sheet
DWG M90
DWG F40
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MF180a
Steel grade: S355J2
Steel thickness: 0.47“
Standard lengths:
26.25 ft, 38.7 ft
Weight M140: 9.92lbs/ft
Weight F40: 9.6 lbs/ft
Max. tensile strength: 19.52 kips/in
PDF Data sheet
DWG M140
DWG F40
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MF180b
Steel grade: S355J2
Steel thickness: 0.47“
Standard lengths:
26.25 ft, 38.7 ft
Weight M90: 6.56 lbs/ft
Weight F90: 12.38 lbs/ft
Max. tensile strength: 12.15 kips/in
PDF Data sheet
DWG M90
DWG F90
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FD180-12
Steel grade: S355
Steel thickness: 0.47"
Lengths: 38.7 ft, 59 ft
Weight: 11.71 lbs/ft
Max. tensile strength: 33.37 kips/in
Product on order only.
PDF Test report
PDF Data sheet
DWG
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MF230
Steel grade: S355J2
Steel thickness: 0.47"
Standard lengths:
26.25 ft, 38.7 ft
Weight M140: 9.92 lbs/ft
Weight F90: 12.38 lbs/ft
Max. tensile strength: 12.15 kips/in
PDF Data sheet
DWG M140
DWG F90
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FD300-12
Steel grade: S355
Steel thickness: 0.47"
Length: 45.27 ft
Weight: 14.38 lbs/ft
Max. tensile strength: 33.37 kips/in
PDF Test report
PDF Data sheet
DWG
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MDF310
Steel grade M140: S355J2
Steel grade DF: S430GP
Steel thickness: 0.47"
Standard lengths: 26.25 ft, 38.7 ft
Weight M140: 9.92 lbs/ft
Weight DF: 9.82 lbs/ft
Max. tensile strength:
18.295 kips/inch (FEM)
PDF Data sheet
PDF FEM Simulation
DWG M140
DWG DF
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Technical data / 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 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 connector 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 connector for compatibility.
2023-Jan.-31, Copyright by SteelWall ISH GmbH. Connectors designed by Richard Heindl.
TOLL FREE: 1(888) 309 2250
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E-Mail: info@steelwallus.com