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The Helical Pulldown® Micropile is a method used to form a grout column around the shaft of a standard helical anchor/pile. The installation process can employ grout only (see Figure 2) or grout in combination with either steel or PVC casing (see Figure 3).
To begin the process, a helical anchor/pile is placed into the soil by applying torque to the shaft. The helical shape of the bearing plates creates a significant downward force that keeps the foundation advancing into the soil. After the Lead Section with the helical plates penetrates the soil, a Lead Displacement Plate and Extension are placed onto the shaft. Resuming torque on the assembly advances the helical plates and pulls the displacement plate downward, forcing soil outward to create a cylindrical void around the shaft. From a reservoir at the surface, a flowable grout immediately fills this void surrounding the shaft. Additional extensions and displacement plates are added until the helical bearing plates reach the minimum depth required or competent load-bearing soil. This displacement pile system does not require removing spoils from the site.

| Catalog Number | Plate Diameter (In) |
Casing Diameter (In) |
Product Series |
|---|---|---|---|
| T1100911 | 5 | 4 | SS5/SS150 |
| C1100912 | 7 | 6 | SS175 |
| Catalog Number | Plate Diameter (In) |
Nominal Length (ft) |
Product Series |
|---|---|---|---|
| T1100913 | 5 | 4 | SS5/SS150 |
| C1100914 | 7 | 6 | SS175 |
| Catalog Number | Plate Diameter (In) |
Product Series |
|---|---|---|
| T1100915 | 5 | SS5/SS150 |
| C1100916 | 5 | SS175 |
| Catalog Number | Plate Diameter (In) |
Product Series |
|---|---|---|
| T1100917 | 5 | SS5/SS150 |
| C1100918 | 5 | SS175 |
| Type | Catalog Number | Helix Plate Diameter (In) | Nominal Length (ft) |
Effective Length (In)* |
Weight (lbs) |
Helix Grade | |||
|---|---|---|---|---|---|---|---|---|---|
| A | B | C | D | ||||||
| SS5 | C1100921 | 8 | 10 | 12 | - | 7 | 76.2 | 79 | 50 |
| SS175 | C1100922 | 8 | 10 | 12 | - | 7 | 76.2 | 100 | 50 |
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