IP Library Granted Patent US 8,632,277
Granted Patent B2
US 8,632,277 · App. 12/756,898 · Granted Jan 21, 2014

Retaining wall soil reinforcing connector and method

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Quick Facts
Patent No.
US 8,632,277
App. No.
12/756,898
Granted
Jan 21, 2014
Kind
B2
Abstract

An apparatus and method of connecting an earthen formation to a concrete facing of a mechanically stabilized earth (MSE) structure. A one-piece connector having a stem and a tab, wherein the stem is connected to a soil reinforcing element embedded within the earthen formation and the tab is connected to a facing anchor attached to the concrete facing. The connection allows soil reinforcing mats to swivel in a horizontal plane, but also to shift vertically in reaction to MSE settling or thermal expansion/contraction of an MSE structure.

Claims (32)

1. A system for securing a facing to an earthen formation, comprising:

a soil reinforcing element having a pair of longitudinal wires welded to a plurality of spaced transverse wires, wherein the pair of longitudinal wires have lead ends that converge toward one another;

a connection stud having a first end coupled to the lead ends of the longitudinal wires and a second end defining one or more holes centrally-disposed therethrough, the first end comprising an axial length having a series of grooves defined thereon;

a facing anchor having first and second connection points extending from a back face of the facing and vertically-offset from each other a distance X, each connection point defining a horizontally-disposed perforation; and

a coupling device configured to be coupled simultaneously to the horizontally-disposed perforation of each connection point and the hole of the connection stud to thereby secure the connection stud to the facing anchor, wherein the soil reinforcing element is capable of swiveling in a horizontal plane and shifting vertically over the distance X.

2. The system of claim 1 , wherein the lead ends are welded to the first end.

3. The system of claim 2 , wherein the first end further comprises opposing axial channels defined longitudinally along the axial length, the series of grooves being defined within the opposing axial channels.

4. The system of claim 1 , wherein the second end is a horizontally-disposed, substantially planar tab.

5. The system of claim 1 , wherein the second end is a horizontally-disposed loop.

6. The system of claim 1 , wherein the second end comprises a pair of horizontally-disposed prongs vertically-offset from each other, each prong having one or more holes centrally-defined and coaxially aligned therein.

7. The system of claim 1 , wherein the connection stud is made from a one-piece forging process.

8. The system of claim 1 , wherein the first and second ends are welded to each other.

9. The system of claim 1 , wherein the facing anchor is cast into the back face of the facing.

10. The system of claim 1 , wherein the coupling device is a nut and bolt assembly.

11. The system of claim 1 , wherein the facing anchor further comprises an elongate shaft coupled to the first and second connection points, the elongate shaft having a series of indentations defined along a length of the elongate shaft.

12. The system of claim 1 , wherein the facing anchor comprises first and second facing anchors, the first facing anchor comprising the first connection point and the second facing anchor comprising the second connection point.

13. The system of claim 12 , wherein each of the first and second facing anchors is formed from an unbroken length of continuous wire that defines the horizontally-disposed perforation and terminates with a pair of lateral extensions that are cast into the facing.

14. A method of securing a facing to a soil reinforcing element, comprising:

welding a pair of converging lead ends of the soil reinforcing element to a first end of a connection stud, the first end comprising an axial length having a series of grooves defined thereon;

inserting a second end of the connection stud into a gap formed between first and second connection points of a facing anchor, the second end and first and second connection points each defining a horizontally-disposed perforation therein, wherein the first and second connection points extend from a back face of the facing and are vertically-offset a distance X; and

securing the connection stud against separation from the facing anchor by inserting a coupling device simultaneously into the horizontally-disposed perforations of each of the second end and first and second connection points, wherein the soil reinforcing element is capable of swiveling in a horizontal plane and shifting vertically over the distance X.

15. The method of claim 14 , further comprising casting the facing anchor into the back face of the facing.

16. The method of claim 14 , further comprising attaching the facing anchor to the back face of the facing.

17. A connection stud for securing a soil reinforcing element to a facing, comprising:

a stem having a first end and a second end, the second end of the stem defining a series of grooves along an axial length of the stem and further being coupled to a pair of converging longitudinal wires from the soil reinforcing element; and

a tab coupled to the first end of the stem and defining at least one hole within the tab, wherein the tab is configured to be secured via the at least one hole to a facing anchor extending from a back face of the facing, the soil reinforcing element being capable of swiveling about an axis defined through the at least one hole in a horizontal plane and shifting vertically over a distance X.

18. The connection stud of claim 17 , further comprising opposing axial channels defined longitudinally along the axial length of the stem, the series of grooves being defined within the opposing axial channels.

19. The connection stud of claim 17 , wherein the tab is a horizontally-disposed, substantially planar tab, and the at least one hole is centrally-defined therein.

20. The connection stud of claim 17 , wherein the tab is a horizontally-disposed loop that defines the at least one hole.

21. The connection stud of claim 17 , wherein the tab comprises a pair of horizontally-disposed prongs vertically-offset from each other and extending longitudinally from the first end, and the at least one hole is centrally-defined in each prong and coaxially aligned.

22. The connection stud of claim 17 , wherein the tab is welded to the first end of the stem.

23. The connection stud of claim 17 , wherein the connection stud is made from a one-piece forging process.

Assignments (6)
PATENT SECURITY AGREEMENT Recorded Feb 10, 2025
From: BEST BLOCK, LLC; CONTECH ENGINEERED SOLUTIONS LLC; CUSTOM BUILDING PRODUCTS, LLC; FORTERRA CONCRETE PRODUCTS, LLC; FORTERRA PIPE & PRECAST, LLC; KEYSTONE RETAINING WALL SYSTEMS LLC; PAVESTONE, LLC; THE QUIKRETE COMPANIES, LLC; UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; USP HOLDINGS, LLC
To: U.S. BANK TRUST COMPANY, NATIONAL ASSOCIATION
Reel/Frame 070170/0919 →
SECURITY INTEREST Recorded Mar 19, 2020
From: CONTECH ENGINEERED SOLUTIONS LLC
To: WELLS FARGO BANK, NATIONAL ASSOCIATION, AS AGENT
Reel/Frame 052170/0120 →
SECURITY INTEREST Recorded Mar 19, 2020
From: CONTECH ENGINEERED SOLUTIONS LLC
To: WELLS FARGO BANK, NATIONAL ASSOCIATION, AS AGENT
Reel/Frame 052170/0196 →
MERGER Recorded Feb 28, 2020
From: ATLANTIC BRIDGE, INC.
To: CONTECH ENGINEERED SOLUTIONS LLC
Reel/Frame 051963/0267 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Sep 24, 2019
From: T & B STRUCTURAL SYSTEMS LLC
To: ATLANTIC BRIDGE, INC.
Reel/Frame 050468/0307 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jun 14, 2010
From: TAYLOR, THOMAS P.
To: T & B STRUCTURAL SYSTEMS LLC
Reel/Frame 024532/0610 →