ECP: Your Anchoring Experts
*RUS Approved



Table 2 - Capacities of ECP Helical Torque Anchors™
Shaft Size
Installation Torque Factor (k)
Axial Compression Load Limit
Ultimate-Limit Tension Strength
Useable Torsional Strength
Practical Load Limit Based Torsional Strength
9 - 11
70,000 lb.
70,000 lb.
7,500 ft-lb
Load limited to the rated capacity of the attachments and the lateral soil strength against the shaft
9 - 11
100,000 lb.
100,000 lb.
10,000 ft-lb
10 - 12
200,000 lb.
200,000 lb.
23,000 ft-lb
8 - 9
100,000 lb.
100,000 lb.
9,500 ft-lb
80,000 lb
7 - 8
115,000 lb.
120,000 lb.
13,000 ft-lb
97,000 lb
6 - 7
160,000 lb.
160,000 lb.
22,000 ft-lb
143,000 lb


Introduction to Helical Anchors

Helical anchors have been in use for more than 160 years. In 1838 a lighthouse was built upon helical piers designed by an Irish engineer, Alexander Mitchell. In 1863, Eugenius Birch designed the Brighton West Pier in Brighton , England . These piers are still in use 140 years later. The original helical piers were installed at 10 feet per hour using eight 20 foot long torque bars and the force of 32 to 40 men. Sporadic use of helical piers has been documented throughout the 19th and early 20th centuries mainly for supporting structures and bridges over weak or wet soil. Hydraulic torque motors became available in the 1960's, which allowed for easy and fast installation of helical piers. Helical piers then became the favored product for resisting tensile forces. Electric utility companies began to use helical anchors for tie down anchors on transmission towers and for guy wires on utility poles. Helical anchors are ideal for applications where there is a need to resist both tension and axial compression forces. Some examples of structures having combination forces are metal buildings, canopies and monopole telecommunication tower foundations. Current uses for helical piers underpinning foundations include foundations for commercial and residential structures, foundation repair, light pole foundations, retaining walls tieback anchors, failed foundation restorations, pipeline and pumping equipment supports, elevated walkways, bridge abutments, and numerous uses in the electric utility industry. Many times helical anchors are the best solution for your foundation or anchoring project.

ECP Torque Anchors™

ECP Helical Torque Anchors™ are a part of the complete product line of helical piers, steel piers and foundation repair products manufactured by Earth Contact Products, LLC, a family owned company based in Olathe, Kansas. Our 100,000 square foot state of the art manufacturing facility produces all components and steel assemblies. The only processes not done in our facility are galvanization and hot forge upsetting of couplings. Because of this we are able to custom configure products to fit engineered specific applications. Earth Contact Products uses only certified welders and robotics for quality fabrication.

Torque Anchor™ Components

The ECP Helical Torque Anchor™ consists of a shaft fabricated from either solid square steel bar or tubular steel. Welded to the shaft are one or more helical plates. The plates can vary in diameter from 6" to 16" and have a thickness of 3/8" or 1/2" depending upon the soil and the application. Typically the plate diameters increase from the bottom of the shaft upward and are spaced a distance of three times the diameter of the plate directly below, unless specified otherwise by the engineer. The standard thickness for all helical plates diameters is 3/8 inch, except the 16" diameter which is manufactured only in 1/2" thickness.

In high load applications plate thickness of 1/2" may be specified for all plates. The pitch of the helical plate is three inches, which means that the anchor advances into the soil a distance of three inches during one revolution of the shaft. The available lead shaft lengths are 10", 60", 84" and 120", however, other lengths may be specially fabricated. Because Helical piers are considered deep foundation elements; they are usually installed into the soil to a depth greater than just the length of the typical lead section. Extensions of various lengths are available and are supplied with couplings and hardware for attachment to the lead or other extensions allowing the helical anchor assembly to reach the desired depth. Helical plates may also be installed on the extensions where the length of the lead is not sufficient to allow for the proper interval between plates. The number of the plates per Helical Torque Anchor™ is limited only by the capacity of the shaft to transmit the torque required to advance the Helical Torque Anchor™ into the soil.

Helical piers may terminate with a pier cap that will be embedded into a concrete foundation or guy wire adapter. In other applications such as tieback anchors, a transition is made from the anchor shaft to a continuously threaded rod. Various beams, wall plates, etc. can be attached to the threaded bar for wall support, and to restore or to simply stabilize walls or other structure from overturning forces. In foundation restoration repair and stabilization applications, foundation brackets are available that attach between the Helical Torque Anchor™ and the foundation beam or footing. Transferring the load from the soil below the footing to the Helical anchors restores the structure.

ECP recommends that only a registered engineer design and oversee the application of helical anchors on all types of projects.


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