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ESC-CRU Cold Rolled U Sheet Piles
U PROFILE SHEET PILES
ESC-CRU cold rolled U sheet piles provide a versatile and economical solution for permanent and temporary retaining structures, cofferdams, foundation works, and other civil engineering applications.
The U-shaped profile provides established structural characteristics while the extensive ESC-CRU range gives engineers greater flexibility when selecting a section to meet specific project requirements.
With more than 50 profile options, ESC-CRU sheet piles allow closer optimization of section properties, pile weight, and structural requirements. The profiles are available in a wide range of dimensions and steel grades, providing alternatives for projects requiring different levels of bending strength and installation conditions
ESC-CRU SHEET PILE SIZES AND 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
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Q235B, Q345B, Q345C, Q390B, Q420B
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S235JR, S275JR, S355JR, S355JO
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ASTM A572 Gr42, Gr50, Gr60
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Others available on request
Length
35.0m maximum
Any project specific length can be produced
Delivery Options
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Single or Pairs
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Pairs either loose, welded or crimped
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Lifting Hole
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Grip Plate
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By container (11.8m or less) or Break Bulk
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Corrosion Protection Coatings
ESC-CRU Corner Pile Configurations
ESC-CRU sheet piles can be supplied with different corner pile configurations to accommodate changes in wall alignment and project-specific installation requirements.
ESC offers three configuration options, providing flexibility for site-fabricated, welded, and non-welded corner solutions.
ESC is able to offer 3 options for Corner Pile configurations in the ESC-CRU 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 with no welding required and provides increased accuracy at corners that are deviated from the typical 90˚ corner.
Combined ESC-CRU Sheet Pile Sections
ESC-CRU sheet piles can also be combined into special structural arrangements where greater bending resistance is required.
ESC states that certain combined configurations can increase bending strength to more than five times that of a single section.
Box piles can also be incorporated with standard U piles, including localized welded box sections in areas subject to higher bending moments.








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