Retaining wall assembly utilizing face panels interlocked...

E - Fixed Constructions – 02 – D

Patent

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E02D 29/02 (2006.01)

Patent

CA 2185370

A novel tie-back assembly is provided for erecting a retaining wall assembly having a plurality of face plates which interlock with tie-backs. The tie-back assembly includes a plurality of elongated metallic rods which are arranged in spaced, substantially-parallel fashion. A key member is operatively securely associated with forward ends of the rods, e.g., by being a key block member which is formed of a suitable casting material, which is cast at one end of the rods and which encloses a portion of the forward ends of the rods. At least one anchor member is arranged at a location which is spaced from the key member and which is operatively securely associated with each rod, e.g., by being an anchor block member which is formed of a suitable casting material, which is cast at a location which is spaced from the key block member and which encases a portion of each rod. The anchor member, e.g., the anchor block member, has an elongated body extending transverse to the longitudinal axis of the rods and is of a length which is greater than the separation distance of the rods. This structure stabilizes the tie-back assembly against twisting when arranged in a completed retainer wall assembly.

Système d'assemblage et de retenue nouveau genre pour mur de soutènement comportant une pluralité de plaques frontales à imbrication maintenues en place par des tirants. Les tirants sont constitués d'une pluralité de tiges métalliques essentiellement parallèles. Un élément clé obtenu par moulage d'un matériau présentant des caractéristiques appropriées est formé aux extrémités antérieures des tiges, emprisonnant celle-ci sur une certaine longueur. Au moins un des éléments d'ancrage est disposé à une certaine distance des éléments clés et fixé à chacune des tiges; obtenu par moulage d'un matériau présentant des caractéristiques appropriées, celui-ci est formé à un emplacement distant des éléments clés et emprisonne les tiges sur une certaine longueur. L'élément d'ancrage possède un corps de forme allongée; disposé transversalement à l'axe longitudinal des tiges, sa longueur est supérieure à la distance séparant les tiges. Cette structure préserve les tirants de tout mouvement de torsion lorsque l'assemblage du mur de soutènement est complété.

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