Connectors for sheet pile wall structures
Corner connectors, T connectors, cross connectors, weld-on connectors
Connectors for box pile walls
Examples with Z sheet piles
Examples with Ball + Socket sheet piles
For Larssen Z sheet piles
Box pile system 10LZ
Box pile system 12LZ
LLS90
LLTS ma
LLTSZ ma
Steel grade: S355
Steel thickness: 0.35“
Standard lengths:
26.25 ft (hot rolled)
38.7 ft (hot rolled)
44.1 ft (hot extruded)
Weight: 11.83 lbs/ft
PDF Data sheet
DWG
Request this connector
Steel grade: S355
Steel thickness: 0.35“
Standard length A:
35.4 ft (hot extruded)
Weight: 17.6 lbs/ft
Standard lengths B:
26.25 - 59 ft (hot rolled, manufactured)
Weight: ~18.14 lbs/ft
Steel grade: S355
Steel thickness: 0.35“
Standard length A:
38 ft (hot extruded)
Weight: 17.2 lbs/ft
Standard lengths B:
26.25 - 59 ft (hot rolled, manufactured)
Weight: ~18.14 lbs/ft
For Ball + Socket Z sheet piles
US-90
US-T
US-TS
Properties
Steel grades: S355, 572 Grade 50
Steel thickness: 0.32"
Length: on request, variable from 25 to 35 ft (hot extruded)
Weight: 6.85 lbs/ft
Properties
Steel grades: S355, 572 Grade 50
Steel thickness: 0.32"
Length: on request, variable from 25 to 35 ft (hot extruded)
Weight: 9 lbs/ft
Properties
Steel grades: S355, 572 Grade 50
Steel thickness: 0.32"
Length: on request, variable from 25 to 35 ft (hot extruded)
Weight: 11.1 lbs/ft
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.
2022-May-15, Copyright by SteelWall ISH GmbH. Connectors designed by Richard Heindl.
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