| Class / Patent application number | Description | Number of patent applications / Date published |
|---|
| 405262000 | With retaining wall | 32 |
| 20080247829 | Earthen containment reinforcement system - An earthen containment reinforcement system has a plurality of connected panels containing recycled rubber vehicle tire material forming a retaining or barrier wall. The panels are connected by interlocking joints, and secured by a reinforcing cable that traverses the length of the connected panels. For added structural integrity, the reinforcing cable is connected by a plurality of tether cables to a corresponding plurality of anchors that are sunken in the earthen containment. An erosion shield is connected to the top edge of the retaining wall, and extends away from the top of the wall toward a land side of the earthen containment that is opposite the water side. By virtue of their construction from recycled vehicle rubber tire material, the panels are not only impervious to water and burrowing rodents and resistant to erosion, earth tremor, and explosion, but are easy and economical to fabricate and maintain. | 10-09-2008 |
| 20080267718 | Reinforced Soil Retaining Wall System and Method of Construction - A reinforced soil retaining wall system ( | 10-30-2008 |
| 20080286055 | Supporting Member, Retaining Wall Structure Having the Same and Building Method Thereof - The present invention relates to a supporting member, a retaining wall structure having the same and a building method thereof. The supporting member includes: a pair of downward protrusions spaced apart and extended to one direction; and a coupling portion for coupling one ends of downward protrusions and being connected to each of the one ends of downward protrusions about vertically to a projecting direction of the downward protrusions. | 11-20-2008 |
| 20090041551 | Retaining wall with rear pin system - A retaining wall has a plurality of tiers. Each tier has a plurality of blocks. At least one pin passes through each block of at least a first tier and extends into material being retained behind at least a portion of a second tier that underlies the first tier. | 02-12-2009 |
| 20090196695 | Modular Block Connecting Techniques - One embodiment of a system of the present disclosure can be implemented as follows. A plurality of wall blocks are stacked to form at least a portion of a retaining wall, each wall block having an interior face, an exterior face; a top surface, and a bottom surface. The system further includes retaining means for securing at least one reinforcement member between stacked wall blocks. The retaining means includes a pair of retaining bars that are positioned within a slot crossing the transverse length of the top surface of at least one wall block. Each retaining bar has at least front, base, and side faces. The reinforcement member is secured between the front faces of the retaining bars through wedging action produced by force being applied to the base face of the second one of the retaining bars. Other systems and methods are also provided. | 08-06-2009 |
| 20090285639 | SOIL REINFORCING RETAINING WALL ANCHOR - A facing anchor for securing a soil reinforcing element to a facing comprising an unbroken length of continuous wire originating with a pair of lateral extensions cast into a concrete wall and including a series of loops extending from the concrete wall, wherein the loops each include an angularly inclined distal end segment configured to receive corresponding ends of the soil reinforcing element. | 11-19-2009 |
| 20090285640 | METHOD FOR CONSTRUCTING A MECHANICALLY STABILIZED EARTHEN EMBANKMENT USING SEMI-EXTENSIBLE STEEL SOIL REINFORCEMENTS - A method for constructing a mechanically stabilized earthen embankment has the steps of first constructing a wall facing element. A plurality of elongate soil reinforcement elements are attached to the wall facing element. A middle portion of each of the elongate soil reinforcement elements has a plurality of semi-extensible bent segments. Fill soil is added to build the earthen embankment over the reinforcement elements. Movement of the fill soil may create sufficient force to straighten some of the plurality of semi-extensible bent segments, allowing the earthen embankment to move to an active condition thereby reducing the stress on the soil reinforcement elements. | 11-19-2009 |
| 20090304456 | TWO STAGE MECHANICALLY STABILIZED EARTH WALL SYSTEM - A system for securing a facing comprising a wire grid that is positionally fixed relative to an earthen formation in a substantially vertical position, a formation anchor that is positionally fixed between the wire grid and the earthen formation, a facing that is laterally offset a distance from the wire grid and having a facing anchor, and a turnbuckle that is rotatably coupled between a first connector and a second connector, wherein the first connector is coupled to the facing anchor and the second connector is coupled to the formation anchor, such that rotation of the turnbuckle relative to the first and second connectors adjusts the distance between the wire grid and the facing. | 12-10-2009 |
| 20100247248 | RETAINING WALL SOIL REINFORCING CONNECTOR AND METHOD - 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. | 09-30-2010 |
| 20100322718 | EARTH ANCHOR BRACKET HAVING SAW-TOOTHED AND CURVED PART - The present invention provides an earth anchor bracket supported by a girder coupled to a side surface of an earth wall to fix a free length of an anchor body inserted into a boring hole formed at the earth wall according to an earth anchor method. The earth anchor bracket of the present invention includes two side plates each including a curved portion including saw-teeth and facing each other; a coupling material coupling and fixing the two side plates; and a pressure bearing means supported by the two side plates and including obstacle protrusions engaged with the saw-teeth of the two side plates and a through portion withdrawing the free length of the anchor body. | 12-23-2010 |
| 20110020070 | Anchored Cantilever Using Modular Block - A modular block wall system is provided. In one embodiment, among others, the system comprises a modular block wall adjacent to earth material, the wall exhibiting an elevational angle; a first elongated member passing through the wall along the angle, the first elongated member secured at a bottom end and secured at a top end to the wall; and a second elongated member coupled, directly or indirectly, to the top end of the first elongated member and passing generally vertically downwardly into and secured in the earth material. | 01-27-2011 |
| 20110103897 | BACKFILL SYSTEM FOR RETAINING WALL - A retaining wall system comprising an earth structure defining an earth surface, a wall system arranged on the earth surface, and a backfill structure arranged on the earth surface behind the wall system. The backfill structure comprises a base portion, a plurality of backfill members, and a cap portion. The base portion comprises at least one layer of loose backfill material. The plurality of backfill members are arranged in at least one course on top of the base portion. The cap portion comprises at least one layer of loose backfill material. | 05-05-2011 |
| 20110170957 | WAVE ANCHOR SOIL REINFORCING CONNECTOR AND METHOD - A facing anchor assembly for securing a facing to a soil reinforcing element, the facing anchor assembly including first and second horizontally-disposed plates vertically-offset from each other and having at least one transverse protrusion disposed on each plate. The transverse protrusions can receive and seat at least one transverse wire of the soil reinforcing element and a coupling assembly can be configured to secure the at least one transverse wire in place, and also frictionally engage a pair of longitudinal wires of the soil reinforcing element between the first and second horizontally-disposed plates, thereby preventing removal of the soil reinforcing element. | 07-14-2011 |
| 20110170958 | SOIL REINFORCING CONNECTOR AND METHOD OF CONSTRUCTING A MECHANICALLY STABILIZED EARTH STRUCTURE - A system and method of constructing a mechanically stabilized earth (MSE) structure. A wire facing is composed of horizontal and vertical elements. A soil reinforcing element has a plurality of transverse wires coupled to at least two longitudinal wires having lead ends that upwardly-extend. A bearing plate includes one or more longitudinal protrusions configured to receive and seat the upwardly extending lead ends and couple the soil reinforcing element to the wire facing, and in particular to the vertical element. Multiple systems can be characterized as lifts and erected one atop the other to a desired MSE structure height. | 07-14-2011 |
| 20110182673 | TWO STAGE MECHANICALLY STABILIZED EARTH WALL SYSTEM - A two-stage MSE system for securing a facing to an earthen formation is disclosed. The system includes a wire grid laterally-offset from the facing and a formation anchor coupled to the wire grid. The formation anchor includes a face plate, a wave plate, and an eyebolt extensible through the face plate and wave plate to secure the plates on opposing sides of the wire grid. The wave plate has transverse protrusions that align with and seat adjacent vertical wires of the facing. A facing anchor is coupled to the facing and a turnbuckle assembly secures the facing to the wire grid by coupling to the facing anchor and the formation anchor. A soil reinforcing element may also be attached to the formation anchor. | 07-28-2011 |
| 20110229274 | RETAINING WALL SOIL REINFORCING CONNECTOR AND METHOD - An apparatus for connecting an earthen formation to a concrete facing of a mechanically stabilized earth (MSE) structure, and a method of manufacturing the same. A one-piece, flat, plate-like connector has a stem and a tab, wherein the stem is resistance welded to a soil reinforcing element embedded within the earthen formation. The tab is connected to a facing anchor attached to the concrete facing. The stem of the plate connector has grooves formed in its opposing sides and longitudinal channels to increase the strength of the resistance weld. | 09-22-2011 |
| 20120063852 | RETAINING WALL SYSTEMS AND METHODS - A retaining wall system employs a wall structure, at least one grid member, and first and second rods. The wall structure comprises a wall member and a plurality of wall loops. The first and second rods extend between at least two of the plurality of wall loops. At least portions of at least one of the first and second rods may pass through the wall loops. A grid member is arranged at least partly around one of the first and second rods such that tension applied to one grid member causes one grid member to engage the first and second rods to increase friction between the at least one grid member and the first and second rods. One of the first and second rods is inserted at least partly through one of the wall loops to transfer tension loads on one grid member to the wall member. | 03-15-2012 |
| 20120076592 | REINFORCED SOIL STRUCTURE - A reinforced soil structure including a fill ( | 03-29-2012 |
| 20120087742 | Two-stage mechanically-stabilized retaining earth wall and method - A two-stage retaining wall and related systems and methods are disclosed. The wall may include a welded-wire earth wall comprising a plurality of generally horizontal bars. The wall may include a foundation spaced apart from the welded-wire earth wall. The wall may include a plurality of concrete panels positioned on the foundation to form a concrete wall. Each concrete panel may include at least one pair of loop anchors disposed on a back face, wherein the back face faces the welded-wire earth wall. The wall may also include a plurality of connector assemblies, each of which may include a rebar hook and a threaded bar. The rebar hook is adapted for engagement with the generally horizontal bars on the welded-wire earth wall. A first end of the threaded bar may be threadably engaged with the rebar hook and a second end of the threaded bar may be adapted for connection to one of the pair of loop anchors. Each threaded bar is preferably connected to a pair of loop anchors on each of the concrete panels in a substantially horizontal plane. | 04-12-2012 |
| 20120183360 | MSE Anchor System - A mechanically stabilized earth (MSE) system includes a vertically oriented wall offset from an earthen feature, backfill disposed between the wall and the earthen feature, and a plurality of anchor elements attached at one end to the wall and extending from the wall toward the earthen feature. The plurality of anchor elements are embedded within the backfill and include an elongated strap having an attachment end configured for attachment to the MSE wall and opposite surfaces along the length thereof. The anchor element further includes a plurality of punched openings along the length of the strap, each opening including a punched tab projecting outward from one of the opposite surfaces. | 07-19-2012 |
| 20130078040 | Apparatus and Methods for Underground Structures and Construction Thereof - Described herein are apparatus, systems and methods useful in forming underground vertical structures. Methods are described for constructing an underground vertical structure, comprising the steps of excavating soil to a sufficient depth to create a circular void to accommodate a plurality of segments; assembling a ring shaped structure comprising the plurality of segments; connecting the outside surface of the ring shaped structure with the soil in said circular void, thereby securing the ring shaped structure to the soil; excavating earth beneath the ring shaped structure to accommodate a second ring shaped structure; and repeating steps b-d thereby forming one or more additional ring shaped structures downward into the earth below already formed ring shaped structures until a predetermined depth is reached; thereby forming the underground vertical structure. Systems to perform the above methods are also disclosed. | 03-28-2013 |
| 20130136544 | MECHANICAL EARTH STABILIZING SYSTEM INCLUDING REINFORCING MEMBERS WITH ENHANCED SOIL SHEAR RESISTANCE - A mechanical earth stabilizing system is provided that includes at least one facing panel that retains compacted soil, and at least one reinforcing member connected at one end to the facing element and disposed within the retained soil. The reinforcing member is formed from a pair of parallel, bar-shaped legs disposed in a horizontal plane. Each of the bar-shaped legs includes a plurality of deformations along its length to resist axial movement of the leg through the surrounding soil. The parallel legs are spaced apart a distance of no more than about four times the thickness of the legs in order to synergistically increase the resistance of the legs to axial shearing through the compacted soil. The legs are preferably formed from a single length of bar-shaped material having a U-shaped bent portion that integrally connects the legs in parallel. Such a structure facilitates manufacture and the rounded portion of the integrally formed U-shaped portion provides a strong and convenient site for connecting the reinforcing member to a facing element. | 05-30-2013 |
| 20130142577 | Connection system and method for mechanically stablized earth wall - A crimped connection system and methods for use in connection with the construction of earth walls is disclosed. A grid-type soil mat may be provided with a number of crimped ends. The crimped ends may be adapted for engagement through the use of a locking member with another soil mat or with a plurality of anchors partially embedded within a precast concrete panel. The plurality of anchors may be formed as part of a gang or unitary structure to facilitate alignment of the anchors when being cast into the precast concrete panels. | 06-06-2013 |
| 20140003869 | REINFORCED STRUCTURES IN THE GROUND | 01-02-2014 |
| 20140044494 | RETAINING DEVICE - A retaining device is described. The retaining device has a retaining barrier, wherein the retaining barrier has a support frame including at least three arms. The support frame is adapted to assume a non-operating closed configuration and an operating radial configuration. In the operating radial configuration, each arm is oriented along a respective radial direction; in the non-operating closed configuration, at least a first arm is oriented along the same radial direction of the operating radial configuration and the remaining second arms are oriented along a direction substantially parallel to said radial direction of said at least one first arm. | 02-13-2014 |
| 20140093318 | WAVE ANCHOR SOIL REINFORCING CONNECTOR AND METHODS - A facing anchor assembly for securing a facing to a soil reinforcing element, the facing anchor assembly including first and second horizontally-disposed plates vertically-offset from each other and having at least one transverse protrusion disposed on each plate. The transverse protrusions can receive and seat at least one transverse wire of the soil reinforcing element and a coupling assembly can be configured to secure the at least one transverse wire in place, and also frictionally engage a pair of longitudinal wires of the soil reinforcing element between the first and second horizontally-disposed plates, thereby preventing removal of the soil reinforcing element. | 04-03-2014 |
| 20140105691 | RETAINING WALL BLOCK SYSTEM - A wall block having a block body having opposed front and back faces, opposed first and second side walls, and opposed and substantially parallel top and bottom faces, the top face having a receiving channel, and the receiving channel opening onto one or more pin holes. The wall block can be used in a retaining wall made of (i) a plurality of blocks including at least one lower course and at least one upper course, at least one block comprising a block body having opposed front and back faces, opposed first and second side walls, and opposed and substantially parallel top and bottom faces, the top face having a receiving channel, and the receiving channel opening onto one or more pin holes; (ii) a soil retaining material; and (iii) a channel bar. | 04-17-2014 |
| 20150125221 | RETAINING WALL - Void former assembly for casting facing elements for reinforced earth. Anchoring recesses are cast into its rear face so that earth-reinforcing strips can be looped through. The anchoring recesses are each formed as a loop channel having a convex inner surface and a concave outer surface, at least one of which has a radius of curvature which increases from the deepest part of the recess towards the rear face. A removable void former assembly and method for casting such facing elements are also described. Because of the varying radius of curvature of the surfaces of the channel, and the rotational and translational withdrawal path of the void formers, the channel can be cast deeper, and with openings which are closer together, than has hitherto been possible using removable void formers. | 05-07-2015 |
| 20150330050 | ANCHORING SYSTEM FOR CONCRETE PANELS IN A STABILIZED EARTH STRUCTURE - The concrete panel anchoring assembly including a concrete panel having a rear face and a connector member projecting from a rear face of the concrete panel. The connector member includes an attachment loop and a saddle element assembled together. | 11-19-2015 |
| 20150354163 | EARTH RETAINING SYSTEM SUCH AS A SHEET PILE WALL WITH INTEGRAL SOIL ANCHORS - A soil retaining system combining flat sheet pile walls in an open cell configuration includes integral soil anchors providing an improved earth retaining system. Another aspect of the invention is a method of designing and installing a soil retaining system with an open sheet pile cell structure having integral soil anchors. The method includes, inter alia calculating soil forces by taking into account material strength of sheet pile, soil friction against the sheet pile in combination with the strength of the integral soil anchor, selecting sheet pile size and length based on soil forces calculation; and installation of sheet pile to form a soil retaining system. The integral soil anchors serve to provide higher load resistance to the improved earth retaining system. | 12-10-2015 |
| 20160047108 | Retaining Wall Systems and Methods of Constructing Same - Retaining wall systems and methods of making retaining wall systems are disclosed. In one embodiment, the retaining wall system includes a first horizontally-extending course of sand/soil bags and a second horizontally-extending course of sand/soil bags positioned vertically adjacent to the first course of sand/soil bags, with an interconnecting member that attaches the first course of sand/soil bags to the second course of sand/soil bags. The interconnecting member has an upper side and a lower side, wherein at least one of the upper side and the lower side has a first projection that includes a notch therein to engage geogrid. | 02-18-2016 |
| 20160177533 | GEOSYNTHETIC CONNECTION SYSTEMS AND METHODS FOR MECHANICALLY STABLIZED EARTH WALLS | 06-23-2016 |
