Classifications

• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
  • E02D17/00—Excavations; Bordering of excavations; Making embankments
  • E02D17/20—Securing of slopes or inclines
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
  • E02D17/00—Excavations; Bordering of excavations; Making embankments
  • E02D17/20—Securing of slopes or inclines
  • E02D17/202—Securing of slopes or inclines with flexible securing means
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
  • E02D29/00—Independent underground or underwater structures; Retaining walls
  • E02D29/02—Retaining or protecting walls
  • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
  • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
• • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
  • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
  • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
  • F16B2/00—Friction-grip releasable fastenings
  • F16B2/02—Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening
  • F16B2/06—Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening external, i.e. with contracting action
  • F16B2/065—Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening external, i.e. with contracting action using screw-thread elements
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
  • E02D2300/00—Materials
  • E02D2300/0001—Rubbers
  • E02D2300/0003—Car tires
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
  • E02D2300/00—Materials
  • E02D2300/0084—Geogrids
• • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
  • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
  • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
  • Y10T24/00—Buckles, buttons, clasps, etc.
  • Y10T24/44—Clasp, clip, support-clamp, or required component thereof
  • Y10T24/44966—Clasp, clip, support-clamp, or required component thereof having gripping member shifted by operator
  • Y10T24/44974—Threaded cylindrical rod and mating cavity

Definitions

• the present disclosure provides embodiments directed to both lateral and vertical earth reinforcement.
• the present embodiments can be made from new material or used tires. Used tires are particularly advantageous as they are relatively inexpensive and results in the added collateral benefit of repurposing materials that would otherwise be destined for disposal in landfills.
• the embodiments are easily constructed, can be made from non-corrosive materials, and can be assembled at the site of deployment.
• Steel reinforcing elements are considered “non-extensible;” i.e. the modulus of elasticity of the steel reinforcing element is greater than the modulus of elasticity of the surrounding backfill.
• geogrid is considered an "extensible" reinforcing element.
• the design methodology differs between the two types of reinforcing elements, which results in a greater amount of geogrid required than steel reinforcing for similar MSE.
• the materials cost differential between steel reinforcing elements and geogrid reinforcing elements can be negated by the need for a significantly greater amount of geogrid.
• a temporary MSE which generally has a life of one to three years, often is demolished and the materials (wire basket facing, geogrid and filter cloth) are hauled to a landfill.
• the costs of hauling those materials to a landfill can approach the cost of the materials, and filling the landfills with those materials is not an environmentally sensitive choice.
• the present disclosure provides embodiments of tire tread or tread-like georeinforcing elements, which are at least as strong and durable as those currently in use.
• the present embodiments incorporate connectors that enable the assembly of the tire tread georeinforcing elements where they are to be deployed.
• the embodiments can be made from relatively inexpensive materials, are easily constructed, and can be made from non- corrosive materials.
• Figure 1 is a sectional view of a tire tread connector comprising two tread clamp fasteners and a clamp bolt;
• Figure 2 is a sectional view of a tire tread connector comprising a spacer, load bars and clamps;
• Fi f *ure 3 is a sectional view of a tire tread linear friction connector
• Fij *ure 4 is a sectional view of a MSE-tire tread friction connector
• Fij *ure 5 is a sectional view of a modular block/crib wall-tire tread friction connector
• Fij *ure 6 is a sectional view of a tire facing-tire tread friction connector
• Fi ⁇ *ure 7 A is a sectional view of a side rail connector
• F *ure 7B is a centered plan view of the side rail connector
• Fij *ure 7C is a sectional view of the side rail connector with tire treads installed therein.
• the present disclosure provides embodiments directed to earth georeinforcing (herein referred to as "georeinforcing") elements.
• the present embodiments can be made from used tire treads or from new materials that are similar in size, shape and composition to used tire treads (hereafter included in the term "tire treads").
• Used tires treads are a particularly advantageous starting material as they are relatively inexpensive, and results in the added collateral benefit of repurposing materials that would otherwise be destined for disposal in landfills.
• the present embodiments can be assembled at a dedicated manufacturing facility, or optionally can be assembled at the site of deployment, thereby providing options for deployment of the embodiments in accordance with the needs of the user, and the location for the deployment.
• the present embodiments can be made from non-corrosive materials, thereby eliminating the need for anti-corrosive measures, such as having to encapsulate the deployed georeinforcing elements in treated pH neutral backfill. This results in a faster and more cost- efficient deployment process.
• the present embodiments can be used to reinforce material behind retaining walls to minimize the pressure on those walls.
• the embodiments can be attached to the retaining walls or can also be deployed unattached to the retaining wall.
• the present embodiments can be deployed to stabilize a temporary retaining wall or other earth structure. When the temporary wall or earth structure is no longer needed, and dismantled, the embodiments can be recovered and reused.
• the present embodiments provide earth reinforcing (hereafter referred to "georeinforcing") elements and systems.
• the georeinforcing elements are made from tire treads.
• the tire georeinforcing elements utilize friction between the surfaces of the georeinforcing elements and the surrounding particular matter to help stabilize a MSE.
• An embodiment of the present disclosure provides a vertical georeinforcing element comprising a plurality of tire treads.
• a used tire tread is generally obtained from a tire by separating the sidewalls of the tire from the tire tread surface. The tire tread surface is then cut across the treads resulting in an essentially flat, rectangular tire tread. Multiple tire treads can be adjoined lengthwise by various fastener systems end to end thereby forming a tire tread georeinforcing element.
• a tire tread georeinforcing element can be made to any desired length by adjoining any number of tire treads.
• tire treads can be adjoined to other tire treads using connectors, fasteners or other mechanical implements, such as non-corrosive looping wire or bolts.
• An embodiment of the present disclosure provides a tire tread connector that can be used to make a tire tread georeinforcing element in a manufacturing facility or at the location of deployment. Two adjacent tire treads are adjoined end to end by the connector.
• Figure 1 is a sectional view of a first tire tread 301 and a second tire tread 302 placed end-to-end and adjoined by means of one or more non-corrosive tire tread clamp connectors 300.
• One end of a first tire tread 301 is placed adjacent to one end of a second tire tread 302.
• the serrated edge 307 of a first clamp piece 303 of tire tread clamp connector 300 is placed on a first side of first tire tread 301 and adjacent tire tread 302.
• the serrated edge 307 of a second clamp piece 304 of tire tread clamp connector 300 is placed on a second side of first tire tread 301 and adjacent tire tread 302; the first side opposite the second side.
• a non-corrosive clamp bolt 305 is placed through holes in first clamp piece 303 and second clamp piece 304 and is secured by clamp bolt 306.
• the fastener system depicted in Figure 1 is particular effective for vertical placement of tire tread georeinforcing elements, such as in existing levies.
• the method and manner of insertion of the georeinforcing element can vary, such as drilling a vertical hole in the levy at various points and inserting a georeinforcing element into each hole, then backfilling the remainder of the whole.
• pneumatic insertion devices can be used to essentially drive the georeinforcing elements into the levy from the upper surface of the levy.
• Newly built levies need not rely on vertical georeinforcing elements and could also be built using lateral georeinforcing elements, or even a network of mixed vertical and lateral georeinforcing elements.
• FIG. 1 is a sectional view of a tire tread wrap friction connector
• a first tire tread 401 wraps partially around a spacer 403 of any size, shape and non-corrosive material appropriate for the intended use, with the short end of first tire tread 401 extending below the spacer 403 and the long section of first tire tread 401 extending horizontally away from the bottom of the spacer 403.
• the second tire tread 402 wraps over and at least partially around, and parallel to, the first tire tread 401 with the short end of the second tire tread 402 extending below the spacer 403 and the long section of second tire tread 402 extending horizontally away from the bottom of the spacer 403 in a direction opposite that of the long section of the first tire tread 401.
• the first tire tread 401 and the second tire tread 402 are fixed in the above-described configuration by a first non-corrosive load bar 404 on one side of the parallel tire treads 401 and 402 beneath the spacer 403 and by a second non-corrosive load bar 405 on the opposite side of the parallel tire treads 401 and 402 beneath the spacer 403.
• Load bars 404 and 405 are held in place by two non-corrosive load bar clamps 406 and 407, each comprising a planar object of any appropriate size and shape, with an opening (Figure 2 shows two example openings 408 and 409) near each end of load bar clamps
• the primary axes of the load bars 404 and 405 are perpendicular to the lengths of first and second tire treads 401 and 402 and are parallel to the axis of the spacer 403.
• the primary axes of the load bar clamps 406 and 407 are perpendicular to the primary axes of the load bars 404 and 405.
• Tensile forces on the first tire tread 401 and the second tire tread 402 results in friction between the first tire tread 401 and the second tire tread 402, between the first tire tread 401 and its adjacent load bar 405, and between the second tire tread 402 and its adjacent load bar 404. These frictional forces in multiple directions prevent movement and separation of the first tire tread 401 and the second tire tread 402.
• FIG. 3 is a sectional view of a tire tread linear friction connecter 500 used to adjoin two tire treads 501 and 502.
• a tire tread linear friction connector is a manufactured non-corrosive piece comprising two end pieces (not shown) of any appropriate size and shape attached to a plurality of cross pieces 504 of any appropriate size and shape. The cross pieces 504 are spaced apart from one another to accommodate a first tire tread 501 and a second tire tread 502.
• the first tire tread 501 is wound in a serpentine fashion through the openings between the cross pieces 504 in one half of the tire tread linear friction connector 500.
• the second tire tread 502 is wound in a serpentine fashion through the openings between the cross pieces 504 in the opposite half of the tire tread linear friction connector 500.
• the friction between the first tire tread 501 and the cross pieces 504 with which the first tire tread 501 engages, and the friction between the second tire tread 502 and the cross pieces 504 with which the second tire tread 502 engages prevent movement of the first tire tread 501 relative to the second tire tread 502.
• FIG. 4 illustrates a cross sectional view of a MSE-tire tread friction connector 700.
• the MSE-tire tread connector 700 is a manufactured, non-corrosive piece comprising two sides 701 spanned by, and connected to, any appropriate cross pieces 702 which are perpendicular to sides 701 and are spaced apart from each other any appropriate distance.
• a first cross piece 703 is located on one end of the MSE-tire tread friction connector 700. The cross piece 703 extends vertically upward and downward and perpendicular to MSE-tire tread friction connector 700.
• first tire tread 704 in a georeinforcing element is inserted into the spaces between cross pieces 702 in a serpentine fashion.
• the first cross piece 703 mates with two non-corrosive, angle shaped tabs 706 protruding from the read side of a manufactured facing panel 707.
• the ends of the angle shaped tabs 706 opposite the protruding ends are embedded in the solid MSE facing panel 707 and anchored by any appropriate means.
• FIG. 5 illustrates a cross-section view of a modular block/crib wall— tire tread friction connector 800.
• a modular block/crib wall-tire tread connector 800 is a manufactured, non-corrosive piece comprising two sides 801 spanned by, and connected to, any appropriate cross pieces 802 which are perpendicular to sides 801 and are spaced apart from each other any appropriate distance.
• a first cross piece 803 is located on one end of modular block/crib wall-tire tread friction connector 800; that first cross piece 803 has a leg which extends vertically below, and perpendicular to, the front edge of first cross piece 803.
• the vertical leg of first cross piece 803 bears against the rear of the core hole of any modular block 804 or, in the case of connecting to a crib wall, bears against the front face of a crib wall front stretcher 805.
• One end of a first tire tread 704 of a georeinforcing element is inserted into the spaces between cross pieces 802 in a serpentine fashion.
• FIG. 6 shows a cross-section view of a tire facing-tire tread friction connector 900.
• the tire facing-tire tread connector 900 is a manufactured, non-corrosive piece comprising two sides 901 spanned by, and connected to, any appropriate cross pieces 902 which are perpendicular to sides 901 and are spaced apart from each other any appropriate distance.
• a first cross piece 903 is located on one end of tire facing-tire tread friction connector 900. The first cross piece 903 extends vertically below, and perpendicular to, the front edge of cross pieces 902, then horizontally back toward the opposite end of cross pieces 902.
• the first cross piece 903 bears against the inside portion of the bead 904 of whole tire 905.
• One end of a first tire tread 704 of a tire tread georeinforcing element is inserted into the spaces between cross pieces 902 in a serpentine fashion.
• FIG. 7A and 7B illustrate a side rail connector 1000 configured to adjoin the tire treads and Figure 7C illustrates two tire treads 1042 and 1044 adjoined in the side rail connector 1000.
• the side rail connector 1000 comprises a number of side rails 1002 (two side rails 1002 are shown in Figure 7B) that are configured to secure a series of similar cross-pieces 1014 and 1016 around which tire treads can be installed (two tire treads 1042 and 1044 wrapped in a serpentine configuration around the cross-pieces are shown in Figure 7C).
• Each side rail 1002 may include consecutive sets of openings 1004 and cavities 1006 forming a predefined pattern in which the cross-pieces 1014 and 1016, respectfully, can be installed.
• Two consecutive sets are shown in Figure 7 A, in each of which there are two openings 1004 and a cavity 1006 in between the two openings 1004.
• This pattern could be reversed, such as two cavities 1006 on either side of an opening 1004, or some other combination of openings and cavities could be used.
• the pattern of opening-cavity- opening is repeated across the two sets.
• the two sets may be separated at a predefined distance that allows sections of at least two tire treads to be adjacently installed in the space partially defined by the distance.
• the distance between an end of one opening 1004 in one set and an end of another opening 1004 in the consecutive set may substantially be around 1.25 inches, where in this example, the two openings 1004 are consecutive and the two ends face each other.
• consecutive elements of the pattern may be separated at a predefined distance that allows a section of at least one tire tread to be installed in the space partially defined by the distance.
• the distance between an end of one opening 1004 and an end of a cavity 1006 may substantially be around 0.75 inches, where in this example, the opening and the cavity are consecutive and the two ends face each other.
• the distance between an end of the set and a facing end of the side rail 1002 may be predefined such that this distance is minimized to avoid unnecessary material while also maintaining the structural integrity of the side rail connector 1000.
• an end of an opening 1004 to a facing end of the side rail 1002 may substantially be around 0.5 inches, where in this example, the opening is the most adjacent element within the set to the end of the side rail.
• the openings 1004 and the cavities 1006) may belong to the same surface plan.
• the bottom surfaces can be set at substantially 0.25 inches from the bottom surface of the side rail
• top surfaces of the openings 1004 may belong to a same first surface plan while, top surfaces of the cavities 1006 may belong to a same second surface plan. However, the first and second surface plans may be different. Continuing with the previous example, each of the openings 1004 may be centered between the top and bottom surfaces of the side rail 1002.
• the top surface of the openings may be at substantially 0.25 inches from the top surface of the side rail 1002.
• the top surface of each of the cavity 1006 may be aligned with the top surface of the side rail 1002 (i.e., the distance between these two surfaces is substantially 0 inches).
• a top surface of a cavity 1006 is intended to illustrate an imaginary line that substantially defines the shape of that surface and is not intended to illustrate a physical surface or edge.
• the opening 1004 may have dimensions of substantially 1 inch in length, 0.5 inches in height, and the same width of the side rail 1002 (which may be at substantially 0.5 inches in this example).
• the cavity 1006 may have dimensions of substantially 0.5 inches in length, 0.75 inches in height, and the same width of the side rail 1002. Such dimensioning allows the installation of cross-pieces of the same size but in horizontal and vertical configurations relative to the side rail 1002.
• the cross- piece 1014 installed in opening 1004 and the cross-piece 1016 installed in the cavity 1006 can have the same overall dimensions but can be installed perpendicularly relative to each other such that the cross-piece 1016 is rotated ninety degrees relative to the cross-piece 1014.
• These overall dimensions may be slightly smaller than or substantially the same as the dimensions of the opening 1004 such that the space between the edges of the opening 1004 and the cross-piece 1014 and the space between the edges of the cavity 1006 and the cross-piece 1016 are minimized when the cross pieces are installed. This minimization in space allows a secure installation of the cross-pieces 1014 and 1016 in the side rail 1002.
• the dimensions of the cross-piece 1014 may be 1 inch in width, 0.5 inches in height, and a predefined length that exceeds the width of the side rail 1002 (as discussed herein below with regard to Figure 7B, this length can be set to 10.5 inches to allow a tire tread to be installed around the cross-piece 1014).
• the cross-piece 1016 has a width of 0.5 inches, a height of 1 inch, and the same predefined length.
• a pin 1024 may be inserted from the top surface of the side rail 1002 through the body of the cross-section 1014.
• a similar pin 1026 (but which may have a different length than that of the pin 1024) may be inserted from the top surface of the cross-piece 1016, through the body of the cross-piece 1016, exiting the bottom surface of the cross-piece 1016, and entering the body of the side rail 1002.
• pins 1024 and 1016 may be permanently installed (e.g., not removed after the installation of the tire treads). In such a case, these pins may be made of non-corrosive materials. Alternatively, the pins 1024 and 1016 may be temporarily installed (e.g., removed after the installation of the tire treads as shown in Figure 7C). In such a case, these pins need not be made of non-corrosive materials (e.g., can be made using 1/16" metal pins). Other securing mechanisms may also be used in conjunction with or instead of the pins 1024 and 1026 such as screws, bolts, rods, loopy wires, etc. ( Figure 7B illustrates the use of loopy wires 1036 in conjunction with pins 1024).
• the side rails may be
• the side rail connector 1000 is shown as comprising two parallel side rails 1002, a larger number of side rails can be used, or even a single, centered side rail could be used.
• the side rail connector 1000 may include three parallel side rails 1002 aligned in parallel such that each cross-piece 1014 is installed in three parallel openings 1004 and each cross-piece 1016 is installed in three parallel cavities 1006.
• the two side rails 1002 are aligned such their horizontal axes are parallel to each other and such that their respective openings 1004 and 1006 are in parallel positions. Further, when the cross-pieces 1014 and 1016 are installed in these openings 1004 and 1006, respectively, the cross-pieces have horizontal axes that are parallel to each other and that are also perpendicular to the horizontal axes of the side rails 1002.
• the distance between the two side rails 1002 can be set to be equal or greater than a size (e.g., width) of at least a tire tread that may be installed.
• a size e.g., width
• This distance can be used to partially define the length of the cross-pieces 1014 and 1016. This length can be based on the distance between the two side rails 1002, the width of each side rail 1002, and a margin that allows the cross-pieces to exit each side rail 1002 from the side not facing the other side rail.
• This margin can be set to be equal the distance between the bottom surface of an opening 1004/cavity 1006 and the bottom surface of a side rail 1002 (e.g., 0.25 inches in the example provided in Figure 7A). As such, with a 9 inch distance between the two side rails 1002, a 0.5 inch wide side rail, and a margin of 0.25 inches, each cross-piece may have a length of at least 10.5 inches.
• the side rail 1002 may include two sets of elements. Each set may include a pattern of two openings 1004 and a cavity 1006 therebetween. Each opening
• each cavity 1006 may allow a cross-section 1016 to be installed and secured to the side rail 1002.
• the openings 1004 and 1006 are configured such that the cross-sections 1014 and 1016 have the same overall dimensions and are installed in a ninety degree rotation relatively to each other.
• the openings 1014 and the cavity 1016 of one set are spaced apart to allow the installation of at least a tire tread.
• the two sets are spaced apart to allow two tire treads, each being installed in one of the two sets, to be adjoined together.
• the overall dimensions of the side rail 1002 are substantially 0.5 inches in width, 1 inch in height and 10.25 inches in length.
• the side rail connector 1000 is possible.
• other patterns of elements may be used (e.g., opening-opening-opening, cavity-opening-cavity, etc.), more or less than three elements may be used in a set, more than two sets may be used, the sets need not have the same pattern, the elements need not have rectangular shapes (e.g., the openings and cavities can have square shapes, can be triangular, etc.).
• the provided examples of sizes, shapes, distances, dimensions, and compositions are illustrative. Other sizes, shapes, distances, dimensions, and compositions may be implemented depending on a desired configuration of the side rail connector 1000 and the type of tires being used. The specific implementation may depend on georeinforcing requirements, the installed tire treads, and the like and may be customized to realize a compact and cost efficient connector 1000 while also maintaining its structural integrity.
• FIG. 7C a sectional view of the side rail connector 1000 is illustrated with two tire treads installed therein.
• a first tire tread 1042 wraps in a serpentine fashion around the cross-pieces 1014 and 1016 in the one half (the left side as illustrated in Figure 7C) of the side rail connector 1000 (e.g., in the first set of the two consecutive sets, the first set including two openings 1004 and a cavity 1006).
• the short end of the first tire tread 1042 extends above the side rail connector 1000 and is located in the space partially defined between the first set and the second set.
• the long section of the first tire tread 1042 extends horizontally away from the bottom of the side rail connector 1000.
• a second tire tread 1044 wraps in a serpentine fashion around the cross-pieces 1014 and 1016 in the opposite half (the right side as illustrated in Figure 7C) of the side rail connector 1000 (e.g., in the second set of the two consecutive sets, the second set including two openings 1004 and a cavity 1006).
• the short end of the second tire tread 1044 extends above the side rail connector 1000 and is located in the space partially defined between the second set and the first set.
• the long section of the second tire tread 1044 extends horizontally away from the bottom of the side rail connector 1000 in a direction opposite that of the long section of the first tire tread 1042.
• the side rail connector 1000 for adjoining the first tire tread 1042 and the second tire tread 1044 comprises: a first side rail 1002, a second side rail 1002, and at least six cross pieces (four cross pieces 1014 and two cross pieces 1016).
• a first end of each cross piece is installed in a perpendicular orientation to the same side of the first side rail 1002 with each cross piece positioned apart on the first side rail 1002 so that there is adequate space between each cross piece for a tire tread
• a second end of each cross piece is installed in a perpendicular orientation to the same side of the second side rail 1002.
• two adjacent cross pieces of the six cross pieces are positioned apart so that there is adequate space between the two cross pieces for the first and second tire treads 1042 and 1044.
• the first tire tread 1042 is positioned in a first direction longitudinal to the first and the second side rails 1002 and is wound about at least three cross pieces of the six cross pieces in a serpentine orientation.
• the second tire tread 1044 is positioned in a second direction opposite to the first direction longitudinal to the first and the second side rails 1002 and is wound about at least the remaining three cross pieces of the six cross pieces in a serpentine orientation.
• the side rail connector 1000 of Figures 7A-7C can be assembled at a dedicated manufacturing facility, or optionally can be assembled at the site of deployment, thereby providing options for deployment of the embodiments in accordance with the needs of the user, and the location for the deployment. Additionally, the assembly may be distributed between the manufacturing facility and the site of deployment. For example, the side rails 1002 with the installed cross-pieces 1014 and 1016 can be assembled in the manufacturing facility and delivered to the site of deployment where the tire treads 1042 and 1044 are cut and installed in the side rail connector 1000.
• a combination of the herein above described connectors may be used to connect a plurality of tire treads (e.g., to form a chain of tire treads, to form a web of tire treads, etc.) and to connect the tire treads to a plurality of structures (e.g., connect a tire tread at one end of a chain of tire treads to a MSE panel and connect a tire tread at the other end of the chain to another or same MSE panel).
• the connector 700 of Figure 4 can be configured to connect a first tire tread to the manufactured facing panel 707.
• the connector 300 of Figure 1 may be configured to connect the first tire tread to a second tire tread.
• the connector 400 of Figure 2 may be configured to connect the second tire tread to a third tire tread.
• the connector 500 of Figure 3 may be configured to connect the third tire tread to a fourth tire tread and connector 1000 of Figures 7A-7C may be configured to connect the fourth tire tread to a fifth tire tread.
• the connector 800 of Figure 5 may be used.
• the connector 900 of Figure 65 may be used. This example is merely illustrative. One having ordinary skill in the art will appreciate that various other configurations for using the herein above described connectors may be implemented depending on a desired georeinforcing configuration.
• the combination of the herein above described connectors can be assembled at a dedicated manufacturing facility, or optionally can be assembled at the site of deployment, thereby providing options for deployment of the embodiments in accordance with the needs of the user, and the location for the deployment. Additionally, the assembly may be distributed between the manufacturing facility and the site of deployment. For example, the various components of the connectors can be assembled in the manufacturing facility and delivered to the site of deployment where the tire treads are cut and installed in using these various pre-assembled components.

Landscapes

• Engineering & Computer Science (AREA)
• Mining & Mineral Resources (AREA)
• General Engineering & Computer Science (AREA)
• Life Sciences & Earth Sciences (AREA)
• Structural Engineering (AREA)
• General Life Sciences & Earth Sciences (AREA)
• Civil Engineering (AREA)
• Paleontology (AREA)
• Environmental & Geological Engineering (AREA)
• Mechanical Engineering (AREA)
• Agronomy & Crop Science (AREA)
• Soil Sciences (AREA)
• Tires In General (AREA)
• Processing Of Solid Wastes (AREA)

Priority Applications (6)

Applications Claiming Priority (2)

Publications (1)

Family

ID=49328082

Family Applications (1)

Country Status (7)

Cited By (1)

Citations (10)

Family Cites Families (7)

• 2013
  • 2013-04-08 IN IN9386DEN2014 patent/IN2014DN09386A/en unknown
  • 2013-04-08 US US14/391,697 patent/US20150071714A1/en not_active Abandoned
  • 2013-04-08 EP EP13776163.1A patent/EP2855778A4/en not_active Withdrawn
  • 2013-04-08 WO PCT/US2013/035677 patent/WO2013155018A1/en not_active Ceased
  • 2013-04-08 KR KR1020147031554A patent/KR20150022761A/ko not_active Ceased
  • 2013-04-08 CA CA2870120A patent/CA2870120A1/en not_active Abandoned
  • 2013-04-08 MX MX2014012209A patent/MX2014012209A/es unknown

Patent Citations (10)

Also Published As

Similar Documents

Legal Events