ESC-CRZ Cold Rolled Z Sheet Piles

Cold Rolled Z Sheet Piles for Marine, Retaining and Infrastructure Applications

The ESC-CRZ Series is a range of cold rolled Z sheet piles engineered to provide an efficient strength-to-weight ratio for demanding retaining, marine, and infrastructure applications. With the interlocks positioned at the outer fibers of the section, the Z-profile configuration provides efficient structural performance while minimizing material weight.

A high moment of inertia helps control deflection and improve serviceability, while the constant section thickness contributes to driving stiffness. Wider profile widths can also reduce the number of piles and interlocks required along a sheet pile wall, helping improve installation efficiency and water-retention performance.

Available ESC-CRZ profiles cover section moduli from 1,100 to 5,000 cm³/m, single-pile widths from 580 to 800 mm, and thicknesses from 5 to 16 mm.

Technical Information & Drawings

Product Photos

Product Case Studies

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ESC-CRZ COLD ROLLED SHEET PILE SPECIFICATIONS

Section Modulus Range

1100-5000cm³/m

Width Range (single)

580-800mm

Thickness Range

5-16mm

Production Standards

BS EN 10249 Part 1 & 2

Steel Grades

S235JR, S275JR, S355JR, S355JO
ASTM A572 Gr42, Gr50, Gr60
Q235B, Q345B, Q345C, Q390B, Q420B
Others available on request

Length

35.0m maximum but any project specific length can be produced

Delivery Options

Single or Pairs
Pairs either loose, welded or crimped
Lifting Hole
Grip Plate
By container (11.8m or less) or Break Bulk
Corrosion Protection Coatings

ESC-CRZ Corner Pile Configurations

ESC offers three corner pile configuration options for the CRZ Series, providing flexibility for different installation layouts, fabrication approaches and corner geometries

ESC is able to offer 3 options for Corner Pile configurations in the ESC-CRZ Series. Option 1 is frequently used when the installation contractor prefers to create their own corner piles on site depending on the as-driven layout. However this produces wastage on the offcut pile. Option 2 allows welding at the mill or on site and provides the installation contractor with more flexibility on corner pile location. Option 3 provides an option where no welding is required. Option 3 provides increased accuracy at corners that are deviated from the typical 90˚ corner.