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US 7,677,840 B2Granted
Green retaining wall utilizing helical piers
AssigneesVal Rabichev, Chris Baumsteiger
InventorsVal A. Rabichev, Chris Baumsteiger
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AssigneesVal Rabichev, Chris Baumsteiger
InventorsVal A. Rabichev, Chris Baumsteiger
Estimating the term…
The present invention provides a system and a method for a retaining wall which minimizes cost, assembly time and environmental impact while providing substantial load-bearing capacity. The system includes: a plurality of vertical helical piers driven into the ground, tie-back helical piers driven at a non-vertical angle into the ground, substantially horizontal waler rods, and substantially vertical extensions, which are interconnected through interlocking connectors. Multiple levels of the load-bearing structure can be built on top of each other depending on the height of the soil to be retained. Loads from the retained soil may be transferred to the extension bars and waler rods through wood lagging, wood planks, different types of plates, or some other intermediary. A mesh support for the soil can be provided in addition to the load-bearing structure. Trees, bushes or other plants can be planted through the mesh in the retained soil to improve the environmental impact of the invention.
A retaining wall comprising a plurality of substantially vertical helical piers driven into the ground, tie-back helical piers driven non-vertically into the ground, substantially horizontal waler rods, and substantially vertical extensions, which are interconnected through interlocking connectors, said interlocking connectors comprising a system of holes configured to receive and to securely tie said vertical helical piers, said tie-back helical piers, said waler rods, and said extensions using bolts and washers.
A retaining wall for securing a soil embankment or cut comprising a retaining wall in contact with the soil embankment extending from a base of the embankment or cut in upward and horizontal directions, and a retaining wall harness positioned on the side of the retaining wall structure opposite from the embankment and including at least two horizontally substantially aligned and spaced-apart connectors located above a lower end of the retaining wall structure and below an upper end of the retaining wall structure, a waler rod generally horizontally extending between the connectors and in contact with at least portions of the retaining wall structure, a substantially vertical helical pier extending from the soil in an upright direction and secured to the connector, and a non-vertical helical tie-back rod extending from the soil past the retaining wall structure and secured to the connector, the helical pier and the helical tie-back being respectively firmly anchored to the soil below and behind the retaining wall structure and providing support for the retaining wall structure against movement.
Dependencies are inferred from the claim text.