Retaining wall

• US 8,992,131 B2
• Filed: 09/28/2011
• Issued: 03/31/2015
• Est. Priority Date: 09/28/2010
• Status: Active Grant

• Current Assignee: Les Materiaux de Construction Oldcastle Canada Inc
• Original Assignee: Les Materiaux de Construction Oldcastle Canada Inc
• Inventors: Castonguay, Bertin, Daoust, Robert, Lacas, Marc-Andr
• Primary Examiner(s): Cajilig, Christine T
• Application Number:
  US13/247,633
• Publication Number:
  US 20120073229A1
• Time in Patent Office: 1,280 Days
• Field of Search: 526/43, 523/091.1, 526/04, 527/421.3, 527/451, 405/284, 405/285
• US Class Current: 405/284
• CPC Class Codes: E02D 29/0225 comprising retention means in the backfill
• CPC Class Codes: E02D 29/0233 the retention means being anchors details of anchors E02D5/80
• CPC Class Codes: E04B 2/8641 using dovetail-type connections
• CPC Class Codes: E04B 2002/0247 Strips or bars
• CPC Class Codes: E04B 2002/867 Corner details
• CPC Class Codes: E04B 2002/8676 Wall end details
• CPC Class Codes: E04C 1/395 for claustra, fences, planting walls, e.g. sound-absorbing pots for vertical horticulture A01G9/022

Abstract

Disclosed is an economical and effective way of producing a modular retaining wall, using only blocks which in and of themselves are of insufficient thickness to function as retaining wall blocks. The modular wall includes backer blocks and facing blocks which are connected by connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall can be filled with loose filler material to increase the mass and retaining capacity of the wall. Further disclosed are wall components and a wall kit for a modular retaining wall. A double sided decorative wall is also disclosed. The modular wall system allows for the construction of retaining walls and freestanding, double sided, decorative walls forming both straight and curved walls.

Claims

1. A modular retaining wall of preselected height and mass per unit length for retaining loose material of equal or lesser height, comprising

concrete backer blocks placed against the loose material to be retained;

concrete facing blocks exposed on a front face of the retaining wall; and

connectors connecting each concrete facing block with at least one concrete backer block in a back to back arrangement, the concrete backer blocks being stacked into a continuous rear wall portion of the preselected height and a first mass per unit length and the concrete facing blocks being stacked into a continuous front wall portion of the preselected height and a second mass per unit length, a sum of the first and second mass being less than the total mass; and

the connectors maintaining the front and rear wall portions in a spaced apart position in which the front and rear wall portions define an intermediate space, the intermediate space being filled with a loose filler material of a third mass per unit length constituting at least the remainder of the preselected total mass per unit length, the loose filler material being separate from the material to be retained and the hollow space being separated by the backer blocks from the material to be retained, wherein each connector has a pair of connecting ends and a connector body extending between the connecting ends, the connecting ends being shaped for supporting the connector in and interlocking engagement with a retaining structure in one of the concrete facing blocks and a retaining structure in one of the concrete backer blocks, respectively, the connector body being rod or web shaped for minimizing a volume taken up by the connectors in the intermediate space and maximizing a volume of the filler material in the intermediate space and wherein none of the backer blocks, facing blocks and connectors are embedded in the material to be retained.

2. The modular retaining wall of claim 1, wherein the concrete facing blocks have a first width, the concrete backer blocks have a second width, and the connectors have a length exceeding the sum of the first and second width.

3. The modular retaining wall of claim 1, wherein the retaining structures are one of a retaining protrusion on a back surface of the concrete facing blocks and a back surface of the concrete backer blocks and a retaining recess in the back surface of the facing or backer blocks.

4. The modular retaining wall of claim 3, wherein the retaining recess is oriented to extend vertical or horizontal in an installed condition of the blocks.

5. The modular retaining wall of claim 2, wherein the concrete facing blocks have a base width W and the retaining structures in the facing blocks are spaced at 1W.

6. The modular retaining wall of claim 5, wherein the retaining structures in the concrete backer blocks are spaced at 1W or less.

7. The modular retaining wall of claim 2, wherein the retaining structures are retaining recesses constructed as keyhole slots and each connector has a central portion with opposite, terminally positioned and enlarged terminal portions forming the first and second interlocking members respectively, or the retaining structures are retaining protrusions constructed as dovetail protrusions and each connector has a central portion with opposite terminal portions for respectively interlocking with one of the dovetail protrusions.

8. The modular retaining wall of claim 7, wherein the central portion is a planar central web and each interlocking member is shaped and constructed for interlocking engagement with a keyhole slot.

9. The modular retaining wall of claim 1, wherein the sum of the first and second mass is less than half of the total mass.

10. The modular retaining wall of claim 1, wherein the connectors each have at least two connecting ends for respective interlocking engagement with one facing block and one backer block and each of the concrete facing and backer blocks having multiple spaced apart retaining structures for respectively receiving one of the connecting ends.

11. A method for assembling a retaining wall for retaining a loose material of a predetermined first height, the retaining wall having a second height at least equal to the first height and a minimum total mass per unit length required for retaining the loose material of the first height, the method comprising the steps of

obtaining a plurality of concrete facing blocks respectively having a back surface and a front surface, and a known mass;

obtaining a plurality of concrete backer blocks respectively having a back surface and a front surface, and a known mass,

determining a first mass per unit length of a continuous wall of stacked facing blocks of the second height;

determining a second mass per unit length of a continuous wall of stacked backer blocks of the second height;

determining a required volume of a loose filler material of known density needed per unit length of the wall to provide a third mass of filler material per unit length, which third mass is equal to at least a difference between the total mass per unit length and the sum of the first and second mass per unit length;

stacking the concrete facing and backer blocks in a back-to-back orientation to form a continuous front wall portion of facing blocks and having the second height and a continuous rear wall portion of backer blocks having the second height;

during stacking of the facing and backer blocks, connecting the back surface of each facing block in the front wall portion with the back surface of a least one backer block in the rear wall portion with a connector for connecting the front and rear wall portions in the back-to-back orientation and forming an intermediate space for receiving the filler material, a length of the connectors being selected for the intermediate space having a volume per unit length at least equal to the required volume, whereby the backer blocks are stacked against the material to be retained without embedding the backer blocks in the material to be retained to separate the intermediate space from the material to be retained; and

filling the intermediate space with the loose filler material to form the retaining wall of the minimum total mass.

12. A method of forming a corner of first and second intersecting retaining walls each assembled in accordance with the method of claim 11, including the steps of

placing at least one of the concrete backer blocks of the first wall at the corner within the intermediate space of the second wall and

placing at least one of the concrete backer blocks of the second wall at the corner within the intermediate space of the first wall.

13. The method of claim 12, wherein the steps of placing the at least one backer block of the first wall and placing the at least one backer block of the second wall are carried out for each horizontal row of backer blocks.

14. The method of claim 13, wherein at the corner and in each row of backer blocks, the row of backer blocks of one of the first and second walls is continuous with the backer block placed within the intermediate space of the other of the first and second walls.