More Information
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Foundation Systems
New Construction Foundations
Pulldown™ Micropiles
Underpinning


  • End-bearing/friction composite pile
  • High-capacity: Tested to 300kips
  • Transfers load through weak soils to high end bearing capacity helical plates
  • 4" to 10" diameter grout columns
  • Installs in limited access areas
  • Cost-effective, proven method
  • No excavation, no spoils.

Pulldown™ MicropileThe Pulldown™ Micropiles are used to install Screw Foundations in soft soils where support on a slender steel shaft is a potential problem or when the installer wishes to incorporate the friction capacity or other advantages of this high capacity helical pile.

During installation of screw piles, there is tremendous downward thrust generated by the helix plate(s) on the shaft. This "pull down" force is proportional to the installation torque, and is dependent on the soils in which the helix plates are installed. The process typically doubles or triples the ultimate compression capacity of the slender shaft when the helices are placed in adequate bearing at some depth below very soft soils. Additionally, the technique can allow protection of the anchor shaft by encapsulating the shaft, as it goes through possible aggressive environments, with fibril reinforced grout coating.

Advantages

Installation Method Displaces Soil - No Dig and Remove
  • No Spoils to Remove - Important for Interior Work
  • Creates Rough-sided Grout Columns - Good for Friction Capacity.
Easy Installation
  • Same as Un-grouted Piles with the Addition of Plates and Grout.
  • Little Additional Equipment Needed.
Increases Shaft Stiffness Where Needed
  • Soft clays and silts, loose sands, organics
  • Liquefiable Layers
  • Creates tight couplings, especially with silica fume-type grouts.
Enhances Load/Deflection Response of Screw Piles
  • Load/Deflection response is generally stiffer than ungrouted shafts
Provides Method by Which Screw Pile Foundations can be Installed in Almost any Soil Condition.

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Uses

Increase Buckling Capacity of a Screw Pile Foundation to the point that End-Bearing Dictates Failure
  • Used in Areas Where Soft or Loose Soil Overlies Competent Load Bearing Stratum.
Increased Compression Capacity
  • Combination Friction and End-Bearing Pile
  • Friction-only Pile.
Remedial and New Construction Screw Pile Applications.

Double Corrosion Protection.

Compression Capacity Above 100 kips.

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