СИСТЕМА ПРЕДОХРАНИТЕЛЬНОЙ НАСЫПИ ЗАЩИТНОГО ОГРАЖДЕНИЯ

Befestigung für Positionserfassungsschalter

Befestigung für Positionserfassungsschalter an einem Zylinder mit: einem Befestigungsband (3), das um ein Zylinderrohr (2) gelegt wird, einem Paar von Klemmplatten (3a, 3b), die einander an beiden Enden des Befestigungsbandes (3) gegenüberliegen, einem Positionserfassungsschalter (9, 9A), einem Halter (4, 32, 52), der an dem Befestigungsband (3) angebracht ist, um den Positionserfassungsschalter (9a, 9A) zu halten, und einer Klemmschraube (7), die durch das Paar von Klemmplatten (3a, 3b) hindurchgeführt ist und den Positionserfassungsschalter (9, 9A) zusammen mit dem Halter (4, 32, 52) zwischen den Klemmplatten (3a, 3b) hält, wobei der Halter (4, 32, 52), der wenigstens beide Seitenflächen eines Halteabschnitts (9b) des Positionserfassungsschalters (9, 9A) entlang der Seitenflächen abdeckt, zwischen dem Paar von Klemmplatten (3a, 3b) angebracht ist, um den Positionserfassungsschalter (9, 9A) zu klemmen, während dessen Position einstellbar ist, und wobei die Klemmschraube (7) auch durch ...

FACHWERKKONSTRUKTION

Bauelementesatz zur Befestigung von Terrassen

Interlocking building block with partition wall and drainage aperture

A building block has a top and bottom provided with a first kind of form locking male 23 and female 24 connector, and sides provided with a second kind of form of locking male 15 and female 16-20 connector. Both kinds of connector are engageable by relative motion in a direction perpendicular to the top face of the block, with only one male connector of the second kind provided. The block further comprises a partition wall 100 parallel to the top and bottom of the block, the wall having an aperture 105 to permit drainage. The second kind of male connector may include a projecting nib 110 for jamming engagement in the second kind of female connector, which may permit interconnection by movement in one direction only. The block may be used to form a wall which may include reinforcement passing through the apertures of a plurality of blocks.

PREFINISHED PREFABRICATED INTERNALLY REINFORCED HOLLOW BOX TYPE WALL OR FLOOR PANEL

Piling

A plastics piling 10 is used in conjunction with a waling bar 12 to support a bank of a river or canal. The piling can also be used to provide a sealing apron in contaminated land application. ...

FACING SYSTEM

Improvements in and relating to wharf or quay walls

... 395,534. Wharf or quay walls. RAVIER, S. L., 19, Avenue de Tourville, Paris. Sept. 6, 1932, No. 24855. Convention date, Sept. 11, 1931. [Class 68 (ii).] According to a modification of the wall described in Specification 333,183, [Class 68 (ii), Subaqueous buildings &c.], a wharf or quay wall comprises a series of transverse pillars or supports carrying a platform or arches, the foot of the natural slope formed between the pillars or the like being maintained by slats or masks. Fig. 1 shows a quay wall consisting of superposed blocks 8 .. 13. The blocks 8, 9 have T-shaped horizontal sections, the blocks 10 are I-shaped, and the blocks 11, 12 are parallelepipedons. Stability may be increased by extensions 18, 19, 18<1> of certain blocks. A wharf may be built similarly of pillars consisting of rectangular section caissons or piers 30 or trapezoidal section piers 30<1>, Fig. 6, supporting arches and, above them, a headwall and platform. The rear parts may support a wall or curtain 34 resembling ...

PILLING ARRANGEMENT

Improved golf course bunker

RETAINING WALL UNIT

... 1531741 Wall slab MARLEY BUILDINGS Ltd 7 Jan 1976 [9 Jan 1975] 932/75 Heading E1B A retaining wall element has a foot portion 11 with a bottom surface flush with the bottom of the wall portion 10, and a lip 12 formed at the top surface to present a lower surface facing downwardly, and two or more holes 20 extending from said downwardly facing surface towards the top surface. The side faces of the elements have interengaging tongues 13 and grooves 14 and a joint space is defined at the front face. A decorative aggregate is provided at the front face and weep holes 16 are provided in the side faces. Two U-shaped lifting members interconnected by a chain are provided for lifting the elements.

RETAINING WALLS

Retaining wall system.

A retaining wall system (10 is defined which includes a plurality of tyres (11)arranged in a plurality of courses (14). The tyres can be offset within the wall and can be cut in various ways to advantageously improve the strength of the wall. In addition, reinforcing (25, 30, 32)formed from tyres or conveyor belts can be associated with the wall system to improve the structural stability of the wall.

Process for the erection of a wall in boards and wall obtained by the aforementioned process.

Vertical modular element of construction intended in particular for the works of retention and process of construction of such works.

Wire retaining wall apparatus and method for earthen formations.

Skin for reinforced earth works.

WINKELBÖSCHUNGSSTEIN AUS BETON

SYSTEM STONE FOR RETAINING WALLS

BUILDING, PREFERABLY RETAINING WALL, DAM OD. SUCH.

SCHUTZVORRICHTUNG, INSBESONDERE SCHALLSCHUTZ EINRICHTUNG UND BOESCHUNGSBEFESTIGUNG FUER STRASSEN

COMBINATION OF A STRUCTURE BLOCK AND A TO IT ATTACHMENT GLARE ELEMENT

Pond edge module

Fixierbarer,schwenkbarer und justierbarer Teichrandbaustein aus Kunststoff. Teichrandbausteine können beliebig aneinander gereiht werden. Die dadurch entstehende Form und Länge der Bausteinkette ist nahezu beliebig und an das jeweilige Gelände angepasst. Somit ist Herstellung einer durchgängigen Kapillarsperre für Zierteiche, Bachläufe und Schwimmteiche einfach und rasch möglich. 2 wird die Höhe der gesamten fixierten Kette in dem gewünschten waagerechten Linie gebracht ...

LASER MARKING MACHINE WITH GROßER SPEED

FERTIGELEMENTE FOR THE PRODUCTION STUETZUND FODDER WALL

ELEMENT SYSTEM FOR THE PRODUCTION OF BEPFLANZBARER WALLS

MORE STUTZMAUER

VEGETATIVE NOISE PROTECTION WALL, WHICH EXISTS FROM OF A MAJORITY OF FRAME PARTS

RETAINING STRUCTURE OUT DOUBLES CURVE THIN ELEMENTS.

LINING SYSTEM.

PROCEDURE FOR IMPROVING THE FRICTION DRAG OF A BUILDING CONSTRUCTION AND YOUR FOUNDING.

VERFAHREN ZUR HERSTELLUNG EINES RAHMENFÖRMIGEN BAUELEMENTES

GUARD ELEMENT.

SEPARATING EQUIPMENT.

PREFABRICATED SUPPORTING ELEMENTS TO THE PROTECTION, STRENGTHENING AND/OR DRESSING EXCAVATIONS, ANCHOR AND CONNECTING DEVICES AND PROCEDURE FOR THE USE OF THESE ELEMENTS AND DEVICES.

WALL SYSTEM

CONTACTOR WALL SYSTEM

An element for forming ground covering, restraining and reinforcing structures, particularly for forming retaining walls

Improved golf course bunker

The present invention concerns a method of constructing a golf course bunker (100) using concrete modified soil ("CMS") as a backfill material (203) to secure the bunker facade tiles (201, 202) into place.

Combination of a structural block and a facing element attached thereto

RETAINING WALL SYSTEM USING SOIL ARCHING

Interconnecting member for a sand or soil bag structure

An interconnecting member for a sand or soil bag comprises a plate having a first side and a second side. There is a plurality of projections on the first side of the plate and a plurality of projections on the second side of the plate. There is also a pair of serrations on the first side of the plate. The serrations each include a plurality of teeth arranged in a row and extending away from the plate in a first direction, and an end tooth at one end of the row which extends away from the plate in a second direction which is opposite of the first direction.

AN IMPROVED RETAINING WALL ARRANGEMENT

A retaining wall arrangement including an upright vertical column including a longitudinal slot wherein a distal side edge of a sleeper is slidable there along to allow vertical stacking of one horizontal sleeper upon another horizontal sleeper to present a retaining wall of horizontal sleepers between adjacent upright vertical columns. A base plate wherein the base plate includes a top surface upon which said vertical upright column is positionable there upon when said base plate is mounted to the ground, with said base plate further including at least one raised edge to which a base section of the vertical upright column is abuttable there against and a tie-back arrangement fastened at one end to the top section of the vertical upright column and at a second end is mountable to the ground. 37 39a Figure 1 ...

SHAPED BRICK

The invention relates to a shaped brick (S), in particular for building a wall or a supporting wall, comprising a body (K) and wings (F) arranged thereon facing the laterally-adjacent shaped brick. The shaped brick (S) thus comprises a left wing (F, FL) and a right wing (F, FR), arranged in front of or behind a vertical plane (E), which divides the shaped brick (S) at the half brick depth into a front half (SHV) and a rear half (SHH) and the wings (F; FL, FR) are arranged offset to each other by at least a wing's depth.

SHAPED BRICK FOR ERECTING WALLS, ESPECIALLY DRY WALLS

A shaped brick (1) for erecting walls, especially dry walls, comprising two opposing visible surfaces (2) and two opposing supporting surfaces (3, 3'). One side of the supporting surfaces (3, 3') defines the base length (L) of the shaped brick. A predetermined breaking point (4) is provided on one half of the base length (L) and on the plane of one of the two supporting surfaces (3, 3'), in addition to two other predetermined breaking points (5, 5') which are respectively provided on both sides of the predetermined breaking point (4) arranged in the centre. The inventive shaped brick is characterised in that the periphery of both supporting surfaces (3, 3') is shaped like a trapezium with a short and a long side defining the base length (L); in that a specific longitudinal ratio exists for the short and long trapezium shaped side and the breadth of the wall (the height of the trapezium) and in that the lateral predetermined breaking points (5, 5') are arranged on end points on (n) partial ...

MULTI-PURPOSE PRECAST CONCRETE PANELS AND METHODS OF CONSTRUCTING CONCRETE STRUCTURES EMPLOYING THE SAME

MULTI-PURPOSE PRECAST CONCRETE PANELS, AND METHODS OF CONSTRUCTING CONCRETE STRUCTURES EMPLOYING THE SAME A concrete structure is erected by prefabricating a plurality of comparatively massive like-constructed substantially concrete slabs each of which has an elongated rectangular opening therein and a plurality of bores extending therethrough, transporting the prefabricated concrete slabs from a fabrication location to a building location, digging a ground foundation trench at the building location, successively placing the plurality of prefabricated concrete slabs, one-by-one, in substantially vertical orientation into said trench with the respective rectangular openings of said slabs all being located below grade in said trench, passing comparatively rigid elements through the bores in adjacent ones of said slabs to align said slabs with one another and to mechanically fasten them to one another, and thereafter anchoring the slabs in place by pouring or pumping a flowable anchoring material ...

STACKABLE GRID MATERIAL FOR SOIL CONFINEMENT

A stackable grid material for soil confinement is disclosed. The grid material comprises repeating pattern of cell structures with thin cell walls in between cells and open cell tops and bottoms. The cell wall material of the grid is notched such that the top edges of the cell wall material on the perimeter of a lower layer of grid material overlaps with the bottom edges of cell wall material on the perimeter of an upper layer of grid material. The internal cell walls are able to rest on top one another in spite of the overlap at the perimeter walls due to the positioning and shape of the notches.

STABILISED EARTH STRUCTURES

FIBER BLOCK SYSTEM

A fiber block system for check dam applications includes a central section that includes a central fiber block and a central sleeve encasing the central fiber block, a first wing section connected to the central section, the first wing section includes a first wing fiber block and a first wing sleeve encasing the first wing fiber block, and a second wing section connected to the central section, wherein the second wing section comprises a second wing fiber block and a second wing sleeve encasing the second wing fiber block, the central fiber block height is greater than the first wing fiber block height and the second wing fiber block height.

MODULAR BUILDING ELEMENTS FOR CONSTRUCTING RETAINING WALL AND THE CONSTRUCTION METHOD THEREOF

RETAINING WALL BLOCK SYSTEM

A retaining wall block system comprises blocks (42, 44, 46) of different sizes that are configured to be compatible with each other in the faces (12, 14, 16) which are textured to produce the appearance of natural stone. The faces have varying sizes based on variations in width.

BUILDING ELEMENT FOR MAKING WALLS USING FILLING MATERIAL, PARTICULARLY EARTH OR THE LIKE

The building element (1) for making walls using filling material, particularly earth or the like, comprises a structure provided with a front panel (2), a longitudinal beam (3) horizontal and parallel to the panel and at least one cross arm (4) for connecting the panel with the longitudinal beam, the longitudinal beam being associated with the cross arm close to the supporting base of the structure, which, once arranged in installation position, has the panel substantially turned towards the outer face of a wall filled with filling material and the longitudinal beam arranged inside the wall itself.

A SEGMENTAL WALL SYSTEM INCORPORATING THE EXTRUDED POLYMER STRIP AS A REINFORCEMENT

A segmental retaining wall system utilizing extruded strips for soil reinforcement. The retaining wall is composed of a plurality of wall blocks that are stacked securely using interlocking pins and an extruded strip. The wall can be built such that it has vertical or battered angle dependant on the orientati on of the interlocking pins.

WALL BLOCK WITH WEIGHT BEARING PADS AND METHOD OF PRODUCING WALL BLOCKS

A wall block having at least one weight bearing pad on an upper or lower surface of the block and a compression head and methods of making the block and making walls with the block.

INTERCONNECTING MEMBER FOR A SAND OR SOIL BAG STRUCTURE

An interconnecting member for a sand or soil bag comprises a plate having a first side and a second side. There is a plurality of projections on the first side of the plate and a plurality of projections on the second side of the plate. There is also a pair of serrations on the first side of the plate. The serrations each include a plurality of teeth arranged in a row and extending away from the plate in a first direction, and an end tooth at one end of the row which extends away from the plate in a second direction which is opposite of the first direction.

STRUCTURE INCLUDING INTERLOCKING CONTAINERS

A container is disclosed. The container has a side part, an upper part, a lower part, and a cavity formed by the side part, the upper part, and the lower part. The container also has a material disposed in the cavity. The side part has at least one protrusion and at least one recess. The side part is permeable to water. The side part is also nonpermeable to the material disposed in the cavity.

BLOCK HAVING A TRAPEZOIDAL SHAPE

A block and a block system. Multiple block embodiments with multiple embodiments of a visually exposed surface having three dimensional shaped areas and three dimensional angular valleys or joints that can be used to construct a patio, wall, fence or the like; the multiple embodiments creating a more random and natural appearance.

BUILDING MODULE

Winkelstützmauerelement aus armiertem Beton, mit einer stehenden Wand und einem Fuss

Stützmauer mit Mauerteilen, die unter einem Winkel zueinander stehen, zusammengesetzt aus aneinanderschliessenden Elementen aus armiertem Beton, die aus einem Fuss und einem aufrecht stehenden Teil bestehen

Concrete building-block for cavity walls - is L-shaped, with a cavity inside on the ground, and the other side at right angles to it

One side (3) of the L-shaped building-block rests horizontally on the flattened ground, and has a cavity (4) in it the axis of which is parallel to the apex of the angle. The other side (2) of the L-shaped building-block is at right angles upwards to the first (3). The mortar is spread over the ground (5) in a ridge before the building-block is laid over it, and fills the cavity (4) completely or partially.

Formschlüssiger Verbundstein

Struttura per il sostegno delle terre

Elemento prefabbricato per la costruzione di strutture per il sostegno di terre

Verfahren zur Herstellung von Betonwänden, insbesondere für Gartenanlagen, und vorfabriziertes Bauelement zur Durchführung des Verfahrens

Betonstein für den Gartenbau zum Aufbau von Abfangmauern für Abhänge

Stützmauer und Verfahren zu deren Herstellung

Peau pour ouvrages en terre armée

Structure of structural elements supporting backfill material

Wall, in particular a retaining wall

In wall constructions for retaining purposes there is the problem of securing the wall in a simple manner against bending moments due to horizontal forces acting above the foundation. To this end, elongated foundations (2) projecting beyond the wall in plan view and arranged essentially transversely to the wall plane are provided on at least one wall side, in which foundations (2) upright main beams (1) which normally serve to hold wall elements (3) are rigidly clamped in place. The foundations can be produced by the cast-in-situ method and can be provided with prefabricated main beams. ...

Prefabricated concrete components for steep retaining walls - has stacked wall components and flanged anchoring components buried into fill

The retaining wall made from prefabricated concrete components is used in road construction for reinforcing of steep embankments. Use of prefabricated components eliminates the need for formwork on using site plate concrete. Prefabricated component are assembled rapidly to form a retaining wall. The wall is built up from blocks (4) which are anchored by concrete anchoring components (5). These anchoring elements are placed between the wall plates and they reach into the fill behind the retaining wall. Each anchoring element has a flanged head for holding the wall plates. Anchor shanks are buried into the fill behind the retaining wall. Anchoring elements shanks have in their buried ends holes (8) for reinforcing brackets.

Fabricated earth retaining wall

Fabricated earth retaining wall has interlocking T=section horizontal and vertical parts held together by coupling ...

Construction element for the erection of walls, particularly retaining walls

Set of structural elements for erecting frame walls

In the case of the set of structural elements for erecting assembled frame walls in which plants can be cultivated and which are used as soundproofing walls, retaining walls, river-bank and/or rock facing, each structural element is manufactured, in an open-framed manner, in one piece and comprises only one longitudinal wall (1, 5) and two transverse carrier walls (2, 2'). The longitudinal wall (1, 5) juts out beyond the transverse carrier walls. The structural elements are subdivided into at least two modified embodiments and differ from one another by the position of the longitudinal wall (1, 5) with respect to the transverse carrier walls. ...

SENTENCE OF ELEMENTS AND USE OF THE SAME FOR THE PRODUCTION OF A RETAINING STRUCTURE.

Set of construction elements for anchoring terraces

This set of construction elements consists of factory-produced precast concrete parts and is used in the anchoring of terraces in gardens, grounds or parks. The set of construction elements consists of two or more slim columns (1*, 2*, 3*, 4*) of circular-cylindrical design which have different heights (h) and/or different diameters (d). ...

BEPFLANZBARE, WALL CONSISTING OF PRECAST CONCRETE PARTS.

Prefabricated element for the erection of a crib wall and wall obtained

SUPPORT DEVICE AT AN EARTH STEEP WALL.

Element wall

The element wall is composed of one-piece, upright supporting elements (2) and a number of runners (6) supported on supporting elements interacting in pairs. These runners are supported in recesses (8) at the front edge (7) of the supporting elements in such a way that they can only be displaced laterally but are secured against a movement to the front. This construction ensures satisfactory covering of the field or foundation lying behind it and permits the greening of such coverings. At the same time, normal forces can also be absorbed by the wall. ...

ELEMENT SET TO THE PRODUCTION OF RETAINING WALLS AND WALLS FOR THE OPTICAL SEPARATION FROM TRACTS OF LAND.

Self-supporting prefabricated reinforced concrete retaining wall

L'invention concerne un mur de soutènement (1) autoporteur en béton armé préfabriqué, comportant : une portion de mur (2) orientée vers le haut et destinée à retenir un remblai, la portion de mur (2) comportant une face avant (20) destinée à être libre et une face arrière (21) contre laquelle le remblai est destiné à être appuyé ; et un élément d'ancrage (3) s'étendant en saillie depuis ladite face arrière et destiné à ancrer le mur de soutènement dans le remblai, l'élément d'ancrage (3) comportant une surface d'appui (313) parallèle à ladite portion de mur (2) et destinée à s'appuyer contre un bord d'une fondation (6). Ce mur permet une excavation réduite en comparaison avec un mur de soutènement traditionnel en forme de L.

Retaining wall self-supporting.

L’invention concerne un mur soutènement (1) autoporteur en béton armé préfabriqué, comportant: une portion de mur (2) orientée vers le haut et destinée à retenir un remblai, la portion de mur (2) comportant une face avant (20) destinée à être libre et une face arrière (21) contre laquelle le remblai est destiné à être appuyé; un élément d’ancrage (3) s’étendant en saillie depuis ladite face arrière et destiné à ancrer le mur de soutènement dans le remblai, l’élément d’ancrage (3) comportant une surface d’appui (313) parallèle à ladite portion de mur (2) et destinée à s’appuyer contre le bord d’une fondation (6). Ce mur permet une excavation réduite en comparaison avec un mur de soutènement traditionnel en L.

PROCEDURE FOR THE ATTACHMENT ONE THE BEGRUENUNG SERVING VEGETATION UNDER GROUND AT A BOESCHUNG OR AT A WALL.

STEEP SLOPE-BUILT.

Terracing support for sloping ground - has anchor bolts for wall secured in ground at upwards side

The terracing support for sloping ground has a wall (3,5) roughly at right angles to the ground surface. An anchor bolt (23) is secured to the wall and in the ground on the upwards side, and the space formed by the wall on this side contains filling material (25). The wall can comprise posts (3) spaced apart, and against which steel-metal panels (5) bear. The posts can be formed by channel-sections back-to-back, forming guides in which the panels are inserted. ADVANTAGE - Simplicity and easy installation.

Secure fastening of roadway on side of mountain - involves vertical piles with gaps filled with railway sleepers and anchored cables extending under road surface into solid ground

The construction system is for a roadway on the side of a mountain which is liable to landslides. The roadway (S) is built up as a shelf (1) on the sloping mountainside (1) and is anchored by piles (2) extending vertically downwards through the side of the road into otherwise undisturbed ground. The piles are surrounded by grout or other fastening material and above ground the spaces between the piles are filled with railway sleepers. The piles are further anchored by lances (4) driven at an angle under the roadway to inject grout and anchor cables (5) to prevent the piles from bending down the hill. USE/ADVANTAGE - Secure fastening of roadway on side of mountain prevents destruction of road by landslides.

Palisadenelement.

Assembly of concrete elements for construction of dry walls

The assembly includes elements (A,H) in the form of rectangular trapezium, one part of which are of large base of different lengths and all the bases of these trapezia correspond to lateral face obtained by cleaving.An element (G,H) presents cleavage corner stones (3,4) perpendicular to the bases of these trapezia and the oblique side of trapezia having the same inclination for all the trapezia.

Embankment cladding with plant growing zones - has vertical posts with recesses for horizontal troughs, leaving gaps for soil to pass through

The sloping face of an embankment (2) is supported by vertical posts (4) with a sloping outer face (6) and vertical inner face (5). Extending inwards at the bottom is a stabilising foot (3) and extending outwards from the sloping face are horizontal plant growing troughs (7). Earth can pass through the horizontal gaps (16) towards the troughs. Each post has horizontal slots at different heights, open towards the sloping face and deeper at the rear (13) forming an abutment face (12) for the back of the trough. This forms tongue and groove joints between the posts and troughs. ADVANTAGE - Plant growth is encouraged, for improved appearance.

Retaining wall system

Disclosed herein are embodiments of a retaining wall system, as well as embodiments of blocks and other devices for use in a retaining wall system. In some embodiments, a retaining wall includes a plurality of face blocks and a plurality of trunk blocks arranged in a plurality of courses of blocks. In some embodiments, a face block can include a face portion and a pair of leg portions, and each of the leg portions can be adapted to be coupled to a trunk block. In some embodiments, various block connecting devices can be used to connect blocks in a single course of blocks and various block alignment devices can be used to align blocks in adjacent courses.

SEAWALL USING SCREW PILES

A seawall is supported on a seabed along a coastline using a plurality of screw piles, each having a shaft and a helical flight about the shaft adjacent a bottom end of the shaft. The screw piles are penetrated into the seabed at spaced apart positions along the coastline such that each screw pile defines a lower portion embedded into the seabed and an upper portion protruding upwardly from the seabed. A plurality of modular wall panels, each formed of concrete material and having post apertures at opposing ends thereof, are each mounted onto two adjacent ones of the screw piles by inserting the upper portions of the screw piles into the post apertures at the opposing ends of the wall panel such that the wall panels are connected in series with one another along the coastline. 1. A seawall system for being supported on a seabed along a coastline , the system comprising:a plurality of screw piles having a lower portion including a helical flight so as to be arranged to be penetrated into the seabed and an upper portion above the lower portion arranged to protrude upwardly from the lower portion penetrated into the seabed; anda plurality of modular wall panels formed of concrete material and arranged for connection in series with one another to form a wall, each wall panel being arranged for mating connection with one or more of the screw piles for anchoring the wall to the seabed.2. The system according to wherein each wall panel includes an end portion locating a post aperture therein arranged to receive the upper portion of one of the screw piles vertically slidable therein.3. The system according to wherein each end portion locating the post aperture therein is formed of concrete.4. The system according to wherein each post aperture receives the upper portion of the respective screw pile therein such that a top end of the screw pile is substantially flush with a top end of the wall panel.5. The system according to wherein two adjacent wall panels are arranged to ...

Modular Wall Elements, Systems, and Methods

Elements, methods, and systems are presented for facilitating construction of a tiered wall of elements most or all of which are oriented along the wall. Such elements may each have a “front,” for example, that extends between opposite sides of the wall. Such walls may include localized widening or graduated element weights, for example, engineered to allow advantageous pressure distributions over those of conventional retaining walls. Alternatively or additionally such elements may include frontal projections that stabilize a curvilinear wall by allowing an element to penetrate an adjacent element of the same tier in one or two dimensions. 1. A wall-related method , comprising:configuring a first prefabricated regular oblong and bilaterally symmetric prefabricated regular oblong and bilaterally symmetric wall element to interface between a second prefabricated regular oblong and bilaterally symmetric wall element and a third prefabricated regular oblong and bilaterally symmetric wall element and also between a fourth prefabricated regular oblong and bilaterally symmetric wall element and a fifth prefabricated regular oblong and bilaterally symmetric wall element in proximity to said second, third, fourth, and fifth prefabricated regular oblong and bilaterally symmetric wall elements; so that said first, second, third, fourth, and fifth prefabricated regular oblong and bilaterally symmetric wall elements each have first and second alignment features, a receiving end, and a protruding end; so that said first alignment feature of said first prefabricated regular oblong and bilaterally symmetric wall element is configured to allow said second prefabricated regular oblong and bilaterally symmetric wall element to engage said first prefabricated regular oblong and bilaterally symmetric wall element adjacent said first alignment feature; so that said second alignment feature of said first prefabricated regular oblong and bilaterally symmetric wall element is configured to ...

INTERCONNECTING MEMBER FOR A SAND OR SOIL BAG STRUCTURE

An interconnecting member for a sand or soil bag comprises a plate having a first side and a second side. There is a plurality of projections on the first side of the plate and a plurality of projections on the second side of the plate. There is also a pair of serrations on the first side of the plate. The serrations each include a plurality of teeth arranged in a row and extending away from the plate in a first direction, and an end tooth at one end of the row which extends away from the plate in a second direction which is opposite of the first direction.

Free-standing wall arrangement and methods

A free-standing wall includes concrete base blocks adjacent to each other forming a base course; a first set of concrete wall blocks stacked on the base course and on each other to form a first wall face; and a second set of concrete wall blocks stacked on the base course and on each other to form a second wall face that faces the opposite direction from the first wall face and that has the same number of courses as the first plurality of wall blocks. Methods of constructing the wall arrangement include laying the base blocks next to each other end to end; stacking individual blocks of a first set of blocks on the base course and then on each other to form a first wall face; stacking individual blocks of the second set of blocks on the base course and then on each other to form a second wall face that faces a direction opposite of the first wall face.

GEOSYNTHETIC REINFORCED WALL PANELS COMPRISING SOIL REINFORCING HOOP MEMBERS AND RETAINING WALL SYSTEM FORMED THEREWITH

Geosynthetic reinforced wall panels comprising soil reinforcing hoop members and retaining wall system formed therewith is disclosed. Namely, a geosynthetic panel wall system is provided that includes at least one concrete facing panel that has at least one stabilizing hoop coupled thereto and wherein a soil reinforcing element or strip may be coupled to the stabilizing hoop. Additionally, a method of using the presently disclosed geosynthetic panel wall system reinforced with at least one stabilizing hoop and soil reinforcing element is provided. 1. A geosynthetic panel wall system , comprising:a concrete facing panel;a stabilizing hoop coupled to one side of the concrete facing panel; anda soil reinforcing element coupled to the stabilizing hoop.2. The geosynthetic panel wall system of claim 1 , wherein the concrete facing panel is a wet-cast fabricated concrete facing panel.3. The geosynthetic panel wall system of claim 1 , wherein the concrete facing panel is multiple concrete facing panels claim 1 , and wherein the stabilizing hoop is multiple stabilizing hoops.4. The geosynthetic panel wall system of claim 3 , wherein the multiple concrete facing panels are arranged end-to-end claim 3 , and wherein each of the multiple concrete facing panels is coupled to the multiple stabilizing hoops.5. The geosynthetic panel wall system of claim 1 , wherein the stabilizing hoop is a plurality of stabilizing hoops.6. The geosynthetic panel wall system of claim 5 , wherein the plurality of stabilizing hoops are arranged vertically on the concrete facing panel.7. The geosynthetic panel wall system of claim 5 , wherein the plurality of stabilizing hoops is arranged side-by-side on the concrete facing panel.8. The geosynthetic panel wall system of claim 1 , wherein the stabilizing hoop is semi-circular in shape having a height H claim 1 , a length L claim 1 , and a depth D.9. The geosynthetic panel wall system of claim 8 , wherein the height H is from about 6 inches (15.24 cm) ...

Cantilevered Wing Wall

The present invention relates generally to precast cantilevered retaining walls and methods of using and forming precast cantilevered retaining walls. More specifically, the present invention relates to a cantilevered concrete retaining wall having a base shear key and blockouts for receiving a material that substantially impedes the wing wall from sliding or other inadvertent movement, to a method of retaining a soil embankment with a cantilevered concrete retaining wall, and to a method of manufacturing a precast concrete cantilevered retaining wall. 1. A precast cantilevered concrete wing wall adapted to retain a soil embankment , comprising:a stem of a predetermined height, length, and thickness;a footing connected at a substantially right angle to the stem, the footing having a toe extending laterally from a front face of the stem and a heel extending laterally from a back face of the stem, wherein the toe, the stem, and the footing are formed as one integral piece without joints;a base shear key positioned proximate to the heel and extending in a downward direction from a horizontal plane defined by the footing to a predetermined depth, wherein the base shear key is adapted to extend into a trench excavated to receive the base shear key; andat least one blockout formed through the footing and positioned proximate to the base shear key, wherein a grout material can be injected through the at least one blockout to contact the base shear key and fill at least a portion of the trench to provide additional support and to anchor the precast cantilevered wing wall to the surrounding soil.2. The precast cantilevered wing wall of claim 1 , wherein the at least one blockout and the base shear key are formed substantially parallel to the stem.3. The precast cantilevered wing wall of claim 1 , wherein the at least one blockout comprises a plurality of blockouts positioned proximate to the base shear key along substantially the entire length of the base shear key.4. The ...

Connection surface for a structural unit and method of making same

A connection surface disposed on a face of a structural unit comprises a first segment having a three dimensional surface profile including a plurality of positive outer surfaces extending outwardly along a normal direction from a plane and a plurality of negative outer surfaces extending inwardly along the normal direction from the plane, wherein at least two of the plurality of positive outer surfaces are separated from one another along both vertical and horizontal directions and at least two of the plurality of negative outer surfaces are separated from one another along vertical and horizontal directions. A second segment opposes the first segment with respect to an axis, wherein the second segment is a substantial reflection of the first segment across the axis, but reversed along the normal direction.

A RETAINING WALL METHOD OF PRECAST BLOCK TO PREVENT LANDSLIDE

A precast H block () interlock each other to form sloping wall and similarly precast Y block () interlock each other to form straight wall, both block having a pin hole () through side walls. A wire rope () passing through said pin hole to make a wall strengthened by nailing horizontally () into the earth () adjacent to the block and vertically nailing () at top and bottom level. As well as wire rope () passing through said pin hole () of uppermost blocks, from underneath the road, to make a wall/barrier strengthened by nailing vertically () into the earth across the road (). 1. A method for retaining a wall of precast blocks to prevent landslide , said method comprising the steps of:placing a plurality of precast blocks, having an H shaped configuration or a Y shaped configuration, in interlocking relation with each other vertically or horizontally thereby forming said wall, said plurality of precast blocks having a pin hole extending there through; andpassing a plurality of wire ropes through said pin hole of said plurality of precast blocks and securing said plurality of wire ropes/metal strap/bar to the earth adjacent to said plurality of precast blocks for strengthening said wall, wherein said plurality of wire ropes are secured to the earth by nailing either vertically or horizontally.2. The method as claimed in claim 1 , wherein said plurality of precast blocks have an H shaped configuration or a Y shaped configuration.3. The method as claimed in claim 2 , wherein said plurality of precast blocks having said H shaped configuration are used to construct sloping walls claim 2 , and said plurality of precast blocks having said Y shaped configuration are used to construct vertical walls.4. The method as claimed in claim 1 , wherein said wall is constructed using said plurality of precast blocks having one of a C shaped configuration claim 1 , an S shaped configuration claim 1 , and an E shaped configuration.5. The method as claimed in claim 1 , wherein said ...

BLOCKS AND BLOCK CONNECTORS, BLOCK SYSTEMS AND METHODS OF MAKING BLOCKS

A retaining wall block and a setback connector for use in forming retaining walls having a desired setback between adjacent courses of blocks in a retaining wall. The method of constructing a retaining wall with a plurality of the blocks and setback connectors. 1. A wall block system for constructing a wall from a plurality of wall blocks stacked in at least an upper course of wall blocks and a lower course of wall blocks , the wall block system comprising:a wall block having a block body with opposed front and rear faces, opposed first and second side walls, and opposed and substantially parallel top and bottom planar surfaces, the block body having a depth defined by a distance between the front and rear faces, the block body having an indentation opening into the rear face and extending into the block body a distance less than the depth of the block body; anda block connector having upper, intermediate and lower portions, the upper portion being sized to be received within the indentation in the rear face of the wall block, the intermediate portion extending between the upper and lower portions and having a length at least as great as a distance between the indentation in the rear face of the wall block and the bottom planar surface of the wall block, the lower portion being sized to extend below the bottom planar surface of the wall block when the upper portion is received in the indentation such that, in a constructed wall, when the wall block is stacked in the upper course of blocks the lower portion of the block connector abuts against the rear face of an adjacent wall block in the lower course of blocks in the wall.2. The wall block system of wherein the upper portion of the connector includes a first member extending from the intermediate portion in a first direction and a second member extending from the intermediate portion in a second direction different from the first direction claim 1 , the first and second members each being sized to be received and ...

Support member for elevating a retaining wall panel

A support member for elevating a retaining wall panel includes a base arrangement with a first area that engages an underlying mounting surface. A height elevating section extends from the base arrangement to a third area. The height elevating section has a receiving area configured to connect to a wall panel. A sloped surface extends between the base arrangement proximate the first area and the height elevating section proximate to the third area. The sloped surface is configured to support a load bearing panel.

SUPPORT MEMBER FOR ELEVATING A RETAINING WALL PANEL

A support member for elevating a retaining wall panel includes a base arrangement with a first area and a second area. The base arrangement engages an underlying mounting surface. A height elevating section extends from the base arrangement proximate to the second area to a third area. The height elevating section has a receiving area configured to receive a wall panel. A sloped surface extends between the base arrangement proximate the first area and the height elevating section proximate to the third area. The sloped surface is configured to support a load bearing panel. 1. A support member for elevating a retaining wall panel , the support member comprising:a base arrangement having a first area and a second area, the base arrangement being configured to engage a mounting surface;a height elevating section extending from the base arrangement proximate the second area to a third area, the height elevating section having a receiving area configured to receive a wall panel;a sloped surface extending between the base arrangement proximate the first area and the height elevating section proximate the third area, the sloped surface being configured to support a load bearing panel extending between the first area and the third area.2. The support member of claim 1 , wherein the sloped surface comprises at least one mounting area for receiving a lateral brace member.3. The support member of claim 1 , further comprising a receiving area for securing a tension member thereto.4. The support member of claim 1 , wherein the base arrangement comprises an anti-skid feature.5. The support member of comprised of a unitary body.6. The support member of claim 1 , further comprising a gusset extending between the base arrangement claim 1 , the height elevating section and the sloped surface.7. The support member of claim 1 , further wherein the base arrangement claim 1 , the height elevating section and the sloped surface are connected to one another.8. The support member of claim 1 ...

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. 1. A retaining wall system comprising:a first horizontally-extending course of sand/soil bags;a second horizontally-extending course of sand/soil bags positioned vertically adjacent to the first course of sand/soil bags;an interconnecting member that attaches the first course of sand/soil bags to the second course of sand/soil bags, wherein 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.2. The retaining wall system of claim 1 , wherein at least one of the upper side and the lower side also includes a second projection claim 1 , that is smaller than the first projection claim 1 , but which does not include a notch therein to engage geogrid.3. The retaining wall system of claim 1 , wherein the interconnecting member has at least one connection slot therein.4. The retaining wall system of claim 1 , wherein the upper side has two large projections therein and the lower side has one large projection.5. The retaining wall system of claim 4 , wherein the two large projections are spaced apart such that each engages a different bag in the second course of sand/soil bags.6. The retaining wall system of claim 1 , wherein the interconnecting member includes a lattice-type hole pattern to permit plant growth ...

SYSTEM AND METHOD FOR BUILDING RETAINING WALL AND REPAIRING EXISTING FENCE

The embodiments herein provide a method, system and a kit for building a retaining wall and repairing an existing fence. The system comprises several wedge shaped wooden posts and wooden panels for constructing the retaining wall and repairing the fence, several V-shaped metal tip secured at the tip of a wedge shaped wooden post for enhancing a penetration of the wooden post into the ground, a channel guide for aligning several wooden panels vertically with respect to the ground, and a protective cover secured with a head of the wooden post for transferring the hammering force to the wooden posts and prevent splitting of the wooden posts. 1. A system for building a retaining wall and repairing a fence , the system comprising:a plurality of wedge shaped wooden posts for constructing the retaining wall and repairing the fence, and wherein the plurality of wedge shape wooden posts are constructed from a plurality of standard wooden posts, and wherein the plurality of wedge shaped wooden posts are penetrated into the ground, and wherein the wedge shaped wooden posts have symmetrical wedges;a V-shaped metal tip secured at the tip of a wedge shaped wooden post for enhancing a penetration of the wedge shaped wooden post into the ground, and wherein the V-shaped metal tip is secured at the tip of wedge shaped wooden post through a plurality of nails or die-punched teeth;a channel guide for aligning a plurality of wooden posts vertically with respect to the ground, and wherein the channel guide is removably fastened with the wooden panels using a plurality of screws and encases wedge shaped wooden post during the hammering down into the ground;a protective cover secured at the head of the wedge shaped wooden post for transferring the hammering force to the wedge shaped wooden posts and prevent splitting of the wedge shaped wooden posts, and wherein the protective cover is a metal cover having a plurality of flaps, and wherein the plurality of flaps are secured respectively ...

BLOCKS, BLOCK SYSTEMS AND METHODS OF MAKING BLOCKS

A block, block system and method of making a wall block. Multiple block embodiments with multiple embodiments of a visually exposed surface having three dimensional shaped areas and three dimensional angular valleys or joints that can be used to construct a patio, wall, fence or the like; the multiple embodiments creating a more random and natural appearance. 1. A wall block comprising:a block body having opposed front and rear faces, opposed top and bottom surfaces, and opposed compound first and second side walls, the first and second compound side walls converging from the front face toward the rear face, the first side wall having at least a first projection, the first projection formed by first and second projecting surfaces that extend from the front face toward the rear face along the first side wall, the first projecting surface extending outward from the block body from a first inner surface on the first side wall and the second projecting surface extending outward from the block body from a second inner surface on the first side wall, the second side wall having at least a first groove, the first groove formed by first and second recessing surfaces that extend from the front face toward the rear face along the second side wall, the first recessing surface extending inward towards the block body from a first outer surface of the second wall and the second recessing surface extending inward toward the block body from a second outer surface of the second side wall,wherein the first and second projecting surfaces of the first side wall form a first side irregularly contoured edge portion with the front face and the first and second recessing surfaces of the second side wall form a second side irregularly contoured edge portion with the front face.2. The wall block of claim 1 , wherein the first side wall has at least a second projection claim 1 , the second projection formed by third and fourth projecting surfaces that extend outward from the block body along ...

CONSTRUCTION METHOD FOR BAND TYPE FIBER REINFORCING MATERIAL FOR REINFORCED-SOIL RETAINING-WALL

The present invention relates to a method of constructing a band type fiber reinforcement material for a reinforced-soil retaining-wall structure which enables quick and easy connection of a band type fiber reinforcing material, provides various connection methods therefor, and prevents stress from being concentrated in a connection part with a facing member during the sinking of a reinforced soil body, including: inserting a band type fiber reinforcement material into reinforcement material insertion members provided in facing members standing at a front of a reinforced soil mass (G) such that the facing members are adjacent to each other in leftward and rightward directions; spreading the band type fiber reinforcement material on the reinforced soil mass and laying and hardening a backfill material on the band type fiber reinforcement material and the reinforced soil mass; and repeatedly carrying out the first step and the second step until a predetermined height is reached. 18-. (canceled)9. A method of constructing a band type fiber reinforcement material for a reinforced soil retaining wall , the method comprising:a first step of inserting a band type fiber reinforcement material into reinforcement material insertion members provided in facing members standing at a front of a reinforced soil mass (G) such that the facing members are adjacent to each other in leftward and rightward directionsa second step of spreading the band type fiber reinforcement material on the reinforced soil mass and laying and hardening a backfill material on the band type fiber reinforcement material and the reinforced soil mass; anda third step of repeatedly carrying out the first step and the second step until a predetermined height is reached, whereineach of the reinforcement material insertion members comprises two entrances, which are open to a rear surface of a corresponding one of the facing members and spaced apart from each other in the leftward and rightward directions, and a ...

ANCHORING MEMBER FOR FACING ELEMENTS FOR USE IN STABILISED EARTH STRUCTURES, FORMER AND PROCEDURE FOR THE FABRICATION OF SUCH A FACING ELEMENT

An anchoring member () capable of being integrated into a facing element () for the creation of stabilised earth structures, comprising a shell () that defines a recess () with a mouth (). An anchoring bar () extends transversely within the recess () in such a way that, in use, an elongated stabilising member for stabilised earth structures, such as a strip or similar, can be made to pass around it by inserting it into the mouth (). 115-. (canceled)16. Anchoring member capable of being integrated into a facing element for the creation of stabilized earth structures , comprising:a shell defining a recess with a mouth,an anchoring bar extending transversely within the recess and around which, in use, can be made to pass an elongated stabilising member for stabilised earth structures inserted into the mouth, wherein the anchoring bar is tubular, so as to allow, in use, the insertion inside it of a rod element of a reinforcing grid.17. Anchoring member according to claim 16 , in which the anchoring bar is made of a piece with the shell.18. Anchoring member according to claim 16 , in which the anchoring bar is a tubular element inserted into two opposing holes provided on the sides of the shell.19. Anchoring member according to claim 18 , in which the extremities of the tubular element protrude laterally outside the shell.20. Anchoring member according to claim 19 , in which sealing rings are fitted on to the tubular element against the sides of the shell.21. Anchoring member according to claim 16 , in which the mouth is delimited peripherally by a protruding frame so as to form a peripheral supporting step.22. Anchoring member according to claim 16 , in which the mouth comprises housing means for a lid.23. Anchoring member according to claim 16 , in which the shell is defined by a constant-section curved wall claim 16 , essentially in the shape of a U claim 16 , a C or a V with rounded apex claim 16 , delimited at its extremities by two flat side walls.24. Facing ...

IMPROVED STRIP SOIL REINFORCING AND METHOD OF MANUFACTURING

A soil reinforcing element and method of manufacturing for use in a mechanically stabilized earth (MSE) structure. A smooth metal strip is fabricated into a soil reinforcing element that is manufactured from stock pulled from a coil, the surface of the strip surface is manipulated using the technique of cold forming. Where the manipulated surface is optimized to consist of a peak and a valley to increase the pullout resistance when embedded in an earthen formation involving a mechanically stabilized earth (MSE) structure. 1. A strip soil reinforcing element , for use in a mechanically stabilized earth (MSE) structure , comprising:a stock member consisting of a strip wherein all surfaces on said strip are smooth, where the surface of the strip is manipulated using a cold forming process by passing said strip through opposing surfaces of two profile dies imparting a resistance profile on said strip;said resistance profile includes at least one first peak member on a first side of said strip having said first side and an opposite second side, and extending between respective at least a first flat section and a second flat section of said strip;each of said first and said second flat sections extending along a common plane;a first flat side and a second flat side on opposing sides of said at least one peak member having equal lengths and defining an obtuse medial angle therebetween;a first obtuse angle defined from said first flat side of said at least one first peak relative to said first flat section and a second obtuse angle defined from said second flat side of said at least one first peak relative to said second flat section; andsaid first obtuse angle and said second obtuse angle being between 160-140 degrees and said obtuse medial angle between said first and said second flat sides is between 120-100 degrees; whereby said resistance profile optimizes a pullout resistance of said strip soil reinforcing member from said mechanically stabilized earth (MSE) structure ...

WALL BLOCK ELEMENT

A wall block element () for building and/or landscaping purposes, such as for building a retaining wall (), masonry wall () and/or a curb. The wall block element () comprises a first panel () and a second panel (), at least said first panel () being a natural stone slab. At least two spacer elements () made of steel are arranged at a distance from each other for placing and adjoining the first panel () and the second panel () together in parallel and at a distance in relation to each other. An inner space () is defined by the panels in-between the panels in which inner space a filling material (), such as cast concrete, can be placed, said spacer elements each having connecting means () to attach at least the first panel to the spacer elements. 1. A wall block element wherein the wall block element comprisesa first panel and a second panel, at least said first panel being a natural stone slab, andone or more spacer elements made of metal for placing and adjoining the first panel and the second panel together in parallel and at a distance in relation to each other, andan inner space being defined by the panels in-between the panels, in which inner space a filling material, such as cast concrete, can be placed, said spacer elements each having connecting means to attach at least the first panel to the spacer elements.2. The wall block element according to claim 1 , wherein the connecting means comprise a connecting flange which is parallel to the surface of the panel to which the connecting flange is attached.3. The wall block element according to claim 2 , wherein the connecting means comprise a glue joint by which the connecting flange is attached to the panel.4. The wall block element according to claim 3 , wherein connecting means comprise a plurality of holes arranged at each connecting flange to enhance the grip of the glue joint.5. The wall block element according to claim 1 , wherein the second panel is made of a sheet metal and is an integral structure with ...

Fiber Block System

A fiber block system suitable for controlling erosion and stabilizing soil is described that comprises a fiber block formed of a densely packed natural fibers and having an apron extending therefrom, wherein the apron is formed of the same natural fibers. The fiber block and apron are enclosed in a sleeve of fiber mesh and ties are disposed in the fiber block and connect to the sleeve. The fiber block, mesh, and ties can be made of coir fibers. 1. A fiber block system for perimeter sediment control , slope length shortening , and check dam applications comprising:a fiber block comprising a top side, a bottom side opposing the top side, a front side connected to the top side, a rear side opposing the front side and extending between the top side and the bottom side, a right side, and a left side opposing the right side, wherein the fiber block comprises compressed natural fibers;a sleeve encasing the fiber block, wherein the sleeve comprises a natural fiber mesh; and,a plurality of ties extending through the fiber block, wherein each tie of the plurality of ties comprises a first end extending through one of the top side, the bottom side, the front side, and the rear side of the fiber block and a second end extending through another of the top side, the bottom side, the front side, and the rear side of the fiber block, wherein each tie of the plurality of ties connects to the sleeve at the first end and the second end of the tie, whereby the plurality of ties supports the fiber block, and wherein each tie of the plurality of ties comprises natural fibers.2. The fiber block system of claim 1 , further comprising an apron projecting outward the front side of the fiber block claim 1 , wherein the apron comprises an apron body comprising compressed natural fibers.3. The fiber block system of claim 2 , wherein the apron body comprises an apron top side and an apron bottom side claim 2 , and wherein the apron top side is aligned oblique to the apron bottom side.4. The ...

Geosynthetic Reinforced Wall Panels Comprising Soil Reinforcing Members

Geosynthetic reinforced wall panels including soil reinforcing members and retaining wall system formed therewith are disclosed. The geosynthetic reinforced wall panels include any type of wall panels, such as a precast concrete wall panels, that are supported by an arrangement of soil reinforcing members. Various configurations of soil reinforcing members may include end tabs and/or inner tabs that have strips arranged therebetween. Examples of soil reinforcing members include, but are not limited to narrow-width single-section reinforcing members, narrow-width multi-section reinforcing members, and wide-width reinforcing members. Further, a retaining wall system is provided that includes any arrangement of the one or more geosynthetic reinforced wall panels. 1. A retaining wall system comprising:(a) a retaining wall facing element, the retaining wall facing element comprising a plurality of embedded retaining wall connectors comprising discrete first geogrid sections;(b) a plurality of tension connectors in communication with the embedded connector first geogrid sections; and(c) a plurality of soil reinforcing members comprising discrete second geogrid sections in communication with the tension connectors.2. The system of claim 1 , wherein the retaining wall facing element is a precast concrete panel.3. The system of claim 1 , wherein the embedded connector first geogrid sections and the soil reinforcing second geogrid sections comprise a corrosion-resistant material that is substantially inert to chemical degradation.4. The system of claim 3 , wherein the corrosion-resistant material that is substantially inert to chemical degradation comprises HDPE.5. The system of claim 1 , wherein the tension connectors comprise a corrosion-resistant material that is substantially inert to chemical degradation.6. The system of claim 5 , wherein the material that is substantially inert to chemical degradation comprises HDPE.7. The system of claim 1 , wherein the tension ...

SYSTEM AND METHOD FOR RETAINING WALL

A retaining wall system for mechanically stabilizing an earthen wall is provided. The system comprises a plurality of modular block members that may be assembled in a number of desired states or orientations. Tieback members for supporting the wall and related fill are provided and the wall comprises interconnection members for the tieback members. 1. A modular retaining wall system , comprising:a plurality of precast, high density block members adapted to be assembled to form a retaining wall of a desired orientation;the plurality of block members comprising an inner face adapted for retaining a fill material, an outer face, an upper end, a lower end and a predetermined thickness between said inner and outer face;said upper end comprising an elongate channel when said plurality of block members are provided in an assembled state;a flexible reinforcing member extending away from said plurality of block members, wherein the reinforcing member, the elongate channel, and plurality of block members are provided in force transmitting communication; andat least one of said plurality of block members comprising a projection extending upwardly from an upper end which is adapted for maintaining interconnection with a recess positioned on a lower end of at least a second block member.2. The modular retaining wall system of claim 1 , wherein the plurality of block members comprise precast concrete with a substantially rectilinear cube shape.3. The modular retaining wall system of claim 1 , wherein said reinforcing member comprises a substantially planar grid.4. The modular retaining wall system of claim 1 , wherein said outer face of said plurality of block members comprises a surface ornamentation.5. The modular retaining wall system of claim 1 , wherein said projection comprises a frustoconical projection.6. The modular retaining wall system of claim 1 , wherein said flexible reinforcing member is selectively interconnected to the elongate channel with a connecting anchor.7. ...

Building Elements For Making Retaining Walls, And Systems And Methods Of Using Same

A budding element for coupling with other budding elements to erect a retaining wall. Exemplary building elements have receiving spaces for receiving increased weight of fill material to provide increased stability. Optionally, each building element can have an enlarged face profile that provides efficiency in the shipping and assembly process. Optionally, each building element can define alignment voids that receive portions of alignment posts for ensuring vertical alignment between adjacent building elements or portions of building elements. 124-. (canceled)25. A building element for forming a portion of a retaining wall , the building element comprising:a face panel having a rear surface;a beam member having a proximal end portion coupled to the rear surface of the face panel and a distal end portion spaced from the proximal end portion, wherein the beam member comprises a main body having first and second side surfaces that extend along a length of the beam member,wherein the first and second side surfaces of the main body and the rear surface of the face panel cooperate to define first and second receiving spaces on opposing sides of the beam member,wherein the first and second side surfaces of the main body of the beam member define one or more support structures that are configured to positively support and create substantial arching of fill within the first and second receiving spaces.26. The building element of claim 25 , wherein the beam member has an upper surface and a lower surface claim 25 , wherein the one or more support structures comprise at least one longitudinal elbow that projects outwardly from the main body of the beam member and extends along a length of the beam member between the proximal end portion and the distal end portion of the beam member claim 25 , wherein the at least one longitudinal elbow is spaced from each of the upper surface and the lower surface of the beam member along the third axis.27. The building element of claim 26 , ...

Machine for manufacturing concrete uwall type construction blocks by molding each concrete u-wall construction block from concrete poured about a block cage made from reinforcing material while said block cage is loaded within said machine

A machine for and method of manufacturing concrete U-wall type construction blocks by molding each concrete u-wall construction block from concrete poured about a block cage made from reinforcing material while said block cage is loaded within the machine. The method involves providing a system of molding jacket panels, including a core molding assembly having a pair of inside stem jacket panels that are adjustably supportable in a substantially parallel manner during a molding process, and arranged is such a manner that the front wall portion is molded in downwardly facing direction toward a horizontal support surface and completely enclosed in one or more molding jacket panels. Before block molding operations, the thickness of the front wall portion of the U-wall construction block is set by determining the thickness of a front wall surface liner and installing the front wall surface forming liner within the system of molding jacket panels.

Structure Including Interlocking Containers

A container is disclosed. The container has a side part, an upper part, a lower part, and a cavity formed by the side part, the upper part, and the lower part. The container also has a material disposed in the cavity. The side part has at least one protrusion and at least one recess. The side part is permeable to water. The side part is also nonpermeable to the material disposed in the cavity.

Pre-cast concrete wall structures, and methods for manufacturing and installing the same

Herein disclosed are pre-cast concrete wall structures, and processes for manufacturing and installing the same. Wall structure may be wall segments and may comprise a pre-cast concrete monolithic body including a ground-engaging footer and a vertical wall supported by the footer and extending upwardly from the footer. Methods of making wall segments may comprise the steps of providing an initial casting mold, pouring an initial portion of concrete, installing a final casting mold, pouring a final portion of concrete, allowing the initial and final portions of poured concrete to cure to a final hardened state, and removing the initial and final casting molds. Methods of installing wall segments may comprise the steps of excavating the construction site, grading a ground surface at the construction site, positioning a plurality of pre-cast concrete wall segments, interconnecting adjacent wall segments, and backfilling adjacent an exterior side of the foundation wall.

SEGMENTAL RETAINING WALL UNIT

A retaining wall block kit includes a block and an adjustable setback bar having a break line extending along a widthwise centerline between the front surface and the rear surface. The block has alignment knuckles protruding downwardly from a bottom surface of a front section, and has a receiver channel extending laterally across a top surface of the front section for receiving the alignment knuckles of an adjacent upper block. The setback bar can be removably located within the receiver channel, and is configured to be split along the break line. Thus, the setback bar is adjustable by being modified or omitted altogether to change the distance between the alignment knuckles and a front surface of the receiver channel and thereby allow the setback of the retaining wall to be changed as desired. 1. A retaining wall block kit comprising:{'claim-text': ['a front section;', 'a rear section spaced apart from the front section; and', 'a pair of laterally spaced apart side sections connecting the front section and the rear section to define a through-cavity extending through the block from a top face thereof to a bottom face thereof; and'], '#text': 'a block having:'}an adjustable setback bar having a front surface, a rear surface, and a break line extending in a longitudinal direction of the setback bar along a widthwise centerline between the front surface and the rear surface,wherein the front section of the block has a plurality of alignment knuckles protruding downwardly from a bottom surface of the front section at a location forward of the through-cavity, the alignment knuckles being laterally spaced apart from one another,wherein a top surface of the front section of the block has a receiver channel extending laterally across the top surface of the front section at a location forward of the through-cavity, the receiver channel being located and configured relative to the alignment knuckles so that two blocks can be stacked one atop another with at least one of the ...

THREE-DIMENSIONAL DRAINAGE DEVICE SUITABLE FOR LOOSE FILLING SLOPE AND METHODS FOR CONSTRUCTING THREE-DIMENSIONAL DRAINAGE DEVICE

The present disclosure relates to a three-dimensional drainage device suitable for a loose filling slope and methods for constructing the three-dimensional drainage device. The slope includes a stable stratum and a filling soil stratum above the stable stratum. The three-dimensional drainage device includes a surface drainage mechanism, a shallow drainage mechanism and a deep drainage mechanism. The surface drainage mechanism includes one or more catchment canals arranged on an upper surface of the filling soil stratum and a pool arranged on an edge of the filling soil stratum. The shallow drainage mechanism includes one or more first collecting pipes. The deep drainage mechanism includes one or more drainage gabions and one or more second collecting pipes. 1. A three-dimensional drainage device suitable for a loose filling slope , wherein the slope comprises a stable stratum and a filling soil stratum above the stable stratum , and bottom of the filling soil stratum is provided with a catchment ditch; the three-dimensional drainage device comprising:a surface drainage mechanism, comprising one or more catchment canals arranged on an upper surface of the filling soil stratum and a pool arranged on an edge of the filling soil stratum, and the pool is connected with the catchment ditch, wherein two ends of the catchment canal connect with the pool; one or more drainage canals are arranged between the two adjacent catchment canals, wherein the two ends of the drainage canal connect with the two catchment canals and at least one drainage canal is connected with the catchment ditch;a shallow drainage mechanism, comprising one or more first collecting pipes, at least one collecting pipe is arranged on an upper side of the catchment canal, wherein an upper end of the first collecting pipe is provided with a filter packet and is buried in the filling soil stratum, and a lower end of the first collecting pipe connects with the catchment canal; anda deep drainage mechanism, ...

PRE-CAST CONCRETE STRUCTURES

A system is taught comprising a first plain end concrete structure comprising two side faces extending horizontally to end in two end faces and a second fork end concrete structure comprising two side faces extending horizontally to end in two fork ends; said fork ends each comprising a pair of fork walls that define a slot. The system further comprises a base and a rigid support member embedded in the base, and received within said slot. The width of the slot of one or more of the fork ends at the mouth is sized to receive the end face of the plain end structure and the width of the slot increases from the mouth to the fork end face, and wherein the rigid support member is locked into the slot by the aggregate filler material. A system of stacked structures is taught, said system comprising one or more stacking structures, each comprising two side faces extending vertically to end in a bottom face and a top face, said top face comprising a top profile and said bottom face comprising a bottom profile. The one or more stacking structures are vertically stackable onto each other such that the top profile of a lower structure interfits with the bottom profile of a higher structure in the vertical stack. 2. The system of claim 1 , wherein the fork walls of the slot comprise projections at the mouth claim 1 , said projections defining a width sufficient to receive an end face of a plain end structure.3. The system of claim 1 , wherein the side faces of the first plain end structure and the second fork end structure comprise a texture or decorative pattern.4. The system of claim 3 , wherein the texture or decorative pattern is selected from the group consisting of plain claim 3 , textured concrete claim 3 , revealed concrete claim 3 , stone claim 3 , rock claim 3 , masonry block and brick.5. The system of claim 4 , wherein the texture or pattern is bordered by a plain surface directly adjacent the top faces claim 4 , bottom faces claim 4 , the end faces and the fork ends. ...

PRECAST WALL SYSTEM

Disclosed herein are various embodiments of systems related to modular earth retaining wall systems. In one embodiment, among others, a precast retaining wall block configured for assembly into a retaining wall includes a front face portion, a web portion extending outwardly from a rear surface of the front face portion, a rear panel portion, and a geogrid material wrapped around at least a portion of the rear panel portion and extending outwardly from the rear panel portion. 1. A retaining wall , comprising:a precast retaining wall block comprising an opening defined by interior walls of the precast retaining wall block and extending from a top surface and a bottom surface of the precast retaining wall block; anda geogrid material that wraps around a rear panel portion of the precast retaining wall block, a first end of the geogrid material and a second end of the geogrid material extending outwardly from the precast retaining wall block and embedded in an earth material for support.2. The retaining wall of claim 1 , wherein the interior walls of the precast retaining wall block comprise a front face portion claim 1 , a first web portion claim 1 , a second web portion claim 1 , and the rear panel portion.3. The retaining wall of claim 2 , wherein the first web portion and the second web portion of the precast retaining wall block are adjacent to the front face portion and extend outwardly from a rear surface of the front face portion.4. The retaining wall of claim 2 , wherein the first web portion and the second web portion each comprise a respective vertical center portion extending from the top surface to the bottom surface of the precast retaining wall block.5. The retaining wall of claim 4 , further comprising at least one bottom protrusion extending outwardly from a lower portion of the respective vertical center portion.6. The retaining wall of claim 2 , wherein the precast retaining wall block further comprises;a first anchor bar extending within the front ...

ADJUSTABLE LOCATOR RETAINING WALL BLOCK AND MOLD APPARATUS

A system of retaining wall blocks, a method of assembling a retaining wall block assembly, and a mold for manufacturing retaining wall blocks having adjustable engagement configurations. 15-. (canceled)6. A concrete block comprising:a front member having a bottom surface;a rear member oriented parallel to the front member;two transverse members connecting the front member to the rear member and forming a core therebetween; andwherein at least one transverse member comprises an integrally-formed engagement protrusion located on a bottom surface of the transverse member and extending below the bottom surface of the front member, the engagement protrusion opposite from an integrally formed cavity of the transverse member.7. The concrete block of claim 6 , wherein the sides of the integrally-formed engagement protrusion are coplanar with the sides of the transverse member.8. The concrete block of claim 6 , wherein at least one sides of the integrally-formed engagement protrusion are coplanar with at least one side of the transverse member.9. The concrete block of wherein the transverse members are spaced apart from each other.10. The concrete block of wherein the transverse members are spaced such that stacking multiple courses of the concrete blocks causes the transverse members to superpose each other.11. The concrete block of wherein the transverse members are spaced such that stacking two or more courses of the concrete blocks in an overlap running bond causes the transverse members of at least one block in each course to superpose each other.12. The concrete block of claim 6 , further comprising a plurality of integrally-formed engagement protrusions.13. The concrete block of further comprising a plurality of integrally-formed engagement protrusions claim 6 , wherein the sides of the integrally-formed engagement protrusion are coplanar with at least one side of the transverse members.14. The concrete block of further comprising a plurality of integrally-formed ...

RETAINING WALL

Disclosed is an economical and effective way of producing a modular retaining wall for a material to be retained, 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 separate connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall is filled with loose filler material to increase the mass and retaining capacity of the wall. None of the wall components is embedded in the material to be retained. 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. 1. A modular wall system for constructing a freestanding retaining wall for retaining a loose material of a predetermined height , the retaining wall having a rear face for placement against the loose material to be retained , an exposed front face and a predetermined base width and total mass per unit length sufficient for maintaining the retaining wall upright against a pressure exerted by the loose material at the preselected height , the system comprising:backer blocks individually stackable against the loose material and into a continuous rear wall portion of the preselected height, for forming the rear face, the rear wall portion having a first mass;facing blocks individually stackable into a continuous front wall portion of the preselected height for forming the front face, the front wall portion being separate from the rear wall portion and having a second mass, a sum of the first and second mass being less than the total mass;connectors for connecting the front wall portion with the rear wall portion by connecting each facing block in the front wall portion with an at least partially ...

FILL FENCE SYSTEM AND METHOD FOR INSTALLING SAME

A method of installing a fill fence system at a predetermined location to at least partially cover an opening defined by a back, a floor, and side walls. The method includes providing a carrier system including a carrier assembly, locating the carrier assembly in a safe zone adjacent to the unsafe zone, and positioning an assembled fill fence assembly on the carrier assembly. The carrier assembly and the full fence assembly are moved to a preselected location. With the carrier assembly at the preselected location, the fill fence assembly is positioned at the predetermined location, and installed at least partially to cover the opening. The carrier assembly is disengaged from the fill fence assembly and removed from the preselected location. The fill fence system includes a securing element is applied to help secure the fill fence assembly in the opening. 1. A carrier system for installing a fill fence assembly in a predetermined location to at least partially cover an opening , the carrier system comprising: a chassis subassembly comprising a chassis;', 'a mast subassembly to which the fill fence assembly is securable, the mast subassembly comprising a mast frame pivotably mounted to the chassis and fastening elements mounted on the mast frame, the fastening elements being configured for releasably securing at least one preselected portion of the fill fence assembly to the mast frame;', 'a lifting subassembly for raising the mast frame, when the fill fence assembly is secured to the mast frame, from a lowered position, in which the mast frame is non-vertical, to a raised position in which the mast frame is non-horizontal, to position the fill fence assembly in the predetermined location; and, 'a carrier assembly comprisinga control unit for remote control of the carrier assembly, the control unit being operably connected with at least one securing means for securing the fill fence assembly to a plurality of walls at a preselected location, to control said at least ...

THREADBAR CONNECTIONS FOR WALL SYSTEMS

A wall system includes a face joint member including a web and a flange. The wall system further includes a counterfort beam coupled to the face joint member. The counterfort beam is coupled to the face joint member by a connecting threadbar that extends through the counterfort beam and into the face joint member. The connecting threadbar includes an inner metal threaded bar and an outer protective sleeve. The inner metal threaded bar is configured to rotate relative to the outer protective sleeve. 1. A wall system , comprising:a face joint member comprising a web and a flange; anda counterfort beam coupled to the face joint member, wherein the counterfort beam is coupled to the face joint member by a connecting threadbar that extends through the counterfort beam and into the face joint member,wherein the connecting threadbar comprises an inner metal threaded bar and an outer protective sleeve, and wherein the inner metal threaded bar is configured to rotate relative to the outer protective sleeve.2. The wall system of claim 1 , wherein the connecting threadbar comprises a grease layer between the inner metal threaded bar and the outer protective sleeve.3. The wall system of claim 1 , wherein the connecting threadbar comprises a first segment within the face joint member and a second segment positioned within the counterfort beam claim 1 , wherein the first segment is coupled to the second segment.4. The wall system of claim 3 , wherein the face joint member further comprises a first duct segment claim 3 , wherein the first segment of the connecting threadbar is positioned within the first duct segment.5. The wall system of claim 1 , wherein a first end of the connecting threadbar is monolithically cast within the face joint member and a second end of the connecting threadbar is coupled to a post tension coupler in the counterfort beam.6. The wall system of claim 1 , wherein the counterfort beam further comprises an inclined rear panel.7. The wall system of claim 1 ...

MULTI-WEB COUNTERFORT WALL SYSTEM

A wall system includes a face joint member including a substantially flat face and at least two webs extending orthogonally on an opposite side to the flat face. The wall system further includes a counterfort beam coupled to the face joint member, wherein the counterfort beam includes at least two counterfort webs extending from a counterfort flange that extends between the at least two counterfort webs. The counterfort beam is coupled to the face joint member by coupling the at least two counterfort webs to the at least two webs of the face joint member. 1. A wall system , comprising:a face joint member comprising a substantially flat face and at least two webs extending orthogonally on an opposite side to the flat face; anda counterfort beam coupled to the face joint member, wherein the counterfort beam comprises at least two counterfort webs extending from a counterfort flange that extends between the at least two counterfort webs,wherein the counterfort beam is coupled to the face joint member by coupling the at least two counterfort webs to the at least two webs of the face joint member.2. The wall system of claim 1 , wherein the counterfort beam is formed together with the face joint member using monolithic construction.3. The wall system of claim 1 , wherein the counterfort beam further comprises an inclined rear panel.4. The wall system of claim 1 , wherein the counterfort beam is coupled to the face joint member by a first connecting threadbar that extends through a first one of the counterfort webs of the counterfort beam and into a first one of the webs of the face joint member and further coupled by a second connecting threadbar that extends through a second one of the counterfort webs of the counterfort beam and into a second one of the webs of the face joint member.5. The wall system of claim 4 , wherein the connecting threadbars each comprise a grease layer between the inner metal threaded bar and the outer protective sleeve.6. The wall system of ...

COMBINED COUNTERFORT RETAINING WALL AND MECHANICALLY STABILIZED EARTH WALL

A wall system includes a counterfort retaining wall forming at least one tier of the wall system, the counterfort retaining wall including counterfort beams and wall panels. The wall system further includes a mechanically stabilized earth (MSE) wall, the MSE wall positioned above the counterfort retaining wall. A bottom layer of the MSE wall is positioned above the counterfort beams of the counterfort retaining wall. The wall system further includes a plurality of fascia panels spaced horizontally from a face of the MSE wall and the wall panels of the counterfort retaining wall. 1. A wall system , comprising:a counterfort retaining wall forming at least one tier of the wall system, the counterfort retaining wall comprising counterfort beams and wall panels;a mechanically stabilized earth (MSE) wall, the MSE wall positioned above the counterfort retaining wall, wherein a bottom layer of the MSE wall is positioned above the counterfort beams; anda plurality of fascia panels spaced horizontally from a face of the MSE wall and the wall panels of the counterfort retaining wall, wherein the fascia panels are coupled to the MSE wall and the fascia panels are not coupled at a base of the fascia panels to the counterfort retaining wall.2. The system of claim 1 , wherein a bottom surface of the bottom layer of the MSE wall rests on the wall panels of the counterfort retaining wall.3. The system of claim 1 , wherein at least one of the counterfort beams further comprises an inclined rear panel.4. The system of claim 1 , wherein the fascia panels cover an entirety of the face of the MSE wall.5. The system of claim 1 , wherein the fascia panels cover the face of the MSE wall and the wall panels of the counterfort retaining wall.6. The system of claim 1 , wherein the counterfort retaining wall further comprises face joint members between the wall panels claim 1 , and wherein the plurality of fascia panels are spaced horizontally from the face joint members.7. The system of claim ...

Modular block retaining wall system

A system for building a wall includes a plurality of blocks and a plurality of connectors for aligning the blocks in successive courses. Each block has opposing first and second surfaces bounded by opposing front and rear faces and opposing end faces, the first and second surfaces being profiled with respective first and second rectilinear channels extending parallel to the front and rear faces. Each connector has first and second portions profiled for reception in respective first and second channels, the first portion being profiled to slide but not rotate in the first channel, the second portion being profiled to slide and rotate in the second channel. The second portion is offset from the first portion so that two different orientations of two blocks placed against each other are possible. The blocks preferably have a trapezoidal shape cut with only straight cuts to facilitate using natural stone. 1. A wall-building system comprisinga plurality of blocks, each block having oppositely facing substantially planar first and second surfaces, oppositely facing front and rear faces, and oppositely facing end faces extending between said front and rear faces, said first and second surfaces being profiled with respective first and second rectilinear channels extending parallel to said front and rear faces; anda plurality of connectors for aligning said blocks, each said connector having a first portion profiled for reception in a respective said first channel and a second portion profiled for reception in a respective said second channel so that two said blocks can be placed against each other with a connector therebetween, said first portion being profiled to slide but not rotate in said first channel, said second portion being profiled to slide and rotate in said second channel.2. The system of wherein said connectors are asymmetric claim 1 , said second portion being offset from said first portion so that two opposing orientations of said second portion are possible ...

REVERSIBLE SEGMENTAL RETAINING WALL BLOCK, MOLDS AND METHODS FOR MANUFACTURING SAME, AND METHODS OF FORMING RETAINING WALLS WITH SAME

A retaining wall block includes a block body comprising a top side and a bottom side opposite the top side; a front side and a rear side opposite the rear side; a right side and a left side opposite the right side. A lateral interlock system includes a first lateral interlock interface that is integral with the right side and a second lateral interlock interface that is integral with the left side, each of the first and second lateral interlock interfaces including: a male-type lateral interface component and three female-type lateral interface components, each of the lateral interface components being in vertical alignment with one of the other lateral interface components and in horizontal alignment with still another of the lateral interface components, wherein the first lateral interlock interface and the second lateral interlock interface are, when viewed in elevation, identical. 1. A retaining wall block comprising: a top side and a bottom side opposite the top side;', 'a front side and a rear side opposite the front side;', 'a right side and a left side opposite the right side;, 'a block body comprising 'a male-type lateral interface component and three female-type lateral interface components, each of the lateral interface components being in vertical alignment with only one of the other lateral interface components and in horizontal alignment with only still another of the lateral interface components,', 'a lateral interlock system comprising a first lateral interlock interface that is integral with the right side and a second lateral interlock interface that is integral with the left side, each of the first and second lateral interlock interfaces comprisingwherein the first lateral interlock interface and the second lateral interlock interface are, when viewed in elevation, identical,the retaining wall block further comprising:a vertical interlock system comprising a first vertical interlock interface that is integral with the to side anal in vertical ...

RETAINING WALL CONTAINING WALL BLOCKS WITH WEIGHT BEARING PADS

A retaining wall having a plurality of courses of retaining wall blocks including a first upper course and a second lower course. Each retaining wall block has opposed front and rear faces, opposed first and second side surfaces, and opposed and substantially parallel upper and lower surfaces, and at least one weight bearing pad extends from one of the upper and lower surfaces. The at least one weight bearing pad extends substantially from the rear face to the front face of the block. The weight bearing pads are the only areas of contact between the blocks in the first upper course and the blocks in the second lower course. 1. A wall block comprising:a block body with a front face opposed to a compound shaped rear face, opposed first and second side surfaces, and an upper surface opposed to a lower surface, the compound shape of the rear face of the block body having at least first and second rearmost surfaces, the first rearmost surface being spaced a first distance from the first side surface and the second rearmost surface being spaced a second distance from the second side surface, the first distance being different from the second distance, the compound shape of the rear face of the block body having at least two recessed surfaces, one of the recessed surfaces being spaced a third distance from the first side surface and the other of the recessed surfaces being spaced a fourth distance from the second side surface, the third distance being different from the fourth distance; andat least first and second weight bearing surfaces extending a height from at least one of the upper and lower surfaces of the block body, the at least first and second weight bearing surfaces having a horizontally planar surface, the horizontally planar surface of each weight bearing surface being one of the uppermost or lowermost surfaces of the block.2. The wall block of claim 1 , wherein the block body has a front portion adjacent the front face and a rear portion adjacent the ...

BARRIER PANEL INTERLOCK SEALING SYSTEM

A system, method and sealing components for resisting fluid transmission through an interlock joint between first and second sheet piling panels of a barrier assembly. A compressible sealing member is engaged between interlock members of the sheet piling panels as the barrier assembly is constructed. A dispersible sealant is optionally dispersed into the interlock joint upon compression of the sealing member. 1. A sheet piling panel for forming a barrier assembly , the sheet piling panel comprising first and second interlock profiles , and a resilient sealing member extending along at least a portion of one of the first and second interlock profiles.2. The sheet piling panel of claim 1 , wherein the first and second interlock profiles comprise a male interlock and a female interlock claim 1 , and wherein the resilient sealing member extends along at least a portion of the female interlock.3. The sheet piling panel of claim 1 , wherein the resilient sealing member further comprises a dispersible sealant.4. The sheet piling panel of claim 3 , wherein the resilient sealing member comprises a generally tubular bulb with the dispersible sealant initially contained within a hollow chamber of the tubular bulb.5. The sheet piling panel of claim 1 , wherein the resilient sealing member further comprises at least one fin extending along its length.6. A sealing member for sheet piling panels claim 1 , the sealing member comprising a base portion for attachment to an interlock element of the sheet piling panel and a generally resilient body projecting outwardly from the base portion.7. The sealing member of claim 6 , wherein the resilient body comprises a hollow generally tubular bulb.8. The sealing member of claim 7 , further comprising a dispersible sealant disposed within the hollow generally tubular bulb.9. The sealing member of claim 6 , wherein the resilient body comprises at least one fin extending along its length.10. A barrier assembly comprising:a first sheet piling ...

WALL BLOCK AND WALL BLOCK SYSTEM

A wall block, wall block system and method of making a wall block. The wall block including at least one core extending from the top surface to the bottom surface, the at least one core having opposed front and rear surfaces and first and second side surfaces the wall block also including at least one pin hole opening onto the top surface of the block and extending at least a portion of the distance from the top surface to the bottom surface. The at least one pin hole may open onto at least a portion of at least one surface of the at least one core. The block may be provided with channels; the pin hole, channels and core may all be formed in a mold box by a single forming member. 1. A wall block comprising:a block body having opposed front and rear faces, opposed first and second side walls, and opposed top and bottom surfaces;at least one core extending from the top surface to the bottom surface, the at least one core having opposed front and rear surfaces and opposed first and second side surfaces, the front surface of the core being positioned in closer proximity to the front face of the block body than the rear surface of the core and the first side surface of the core being positioned in closer proximity to the first side wall of the block body than the second side surface of the core;at least one first type pin hole opening onto the top surface of the block body and extending at least a portion of the distance from the top surface to the bottom surface of the block body, the at least one first type pin hole opening onto at least one surface of the at least one core through a core slot, the core slot extending at least a portion of the distance from the top surface to the bottom surface of the block body, the at least one first type pin hole having a maximum lateral width as measured in a direction from the first side wall to the second side wall, the core slot having a maximum lateral width smaller than the maximum lateral width of the at least one first type ...

ADJUSTABLE LOCATOR RETAINING WALL BLOCK AND MOLD APPARATUS

A system of retaining wall blocks, a method of assembling a retaining wall block assembly, and a mold for manufacturing retaining wall blocks having adjustable engagement configurations. 15-. (canceled)6. A concrete block comprising:two transverse members connecting a front portion to a rear portion and forming a core therebetween; andan integrally-formed engagement protrusion located on a bottom surface of one of the transverse members and extending below the bottom surface of the front member; andtwo integrally formed cavities located on a stop surface of the one of the transverse members; andwherein the transverse members are spaced apart from each other and the rear portion has a width between sides of the concrete block that is less than a width between sides of the concrete block of the front portion.7. The concrete block of claim 6 , wherein sides of the integrally-formed engagement protrusions are coplanar with the sides of the one of the transverse members.8. The concrete block of claim 6 , wherein at least one side of the integrally-formed engagement protrusion is coplanar with at least one side of the transverse member.9. The concrete block of wherein the transverse members are spaced such that stacking multiple courses of the concrete blocks causes the transverse members of the multiple courses to superpose each other.10. The concrete block of wherein the transverse members are spaced such that stacking two or more courses of the concrete blocks in an overlap running bond causes the transverse members of at least one block in each course to superpose the transverse members of two blocks in an adjacent course.11. The concrete block of claim 6 , further comprising a plurality of integrally-formed engagement protrusions.12. The concrete block of further comprising a plurality of integrally-formed engagement protrusions claim 6 , wherein sides of each of the integrally-formed engagement protrusions are coplanar with at least one side of an associated one of ...

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. 1. Removable void former assembly for displacing a casting material to form a strip anchorage channel in a substantially planar rear face of a cast facing element during casting of the cast facing element , the cast facing element being configured for facing backfill stabilized by means of a flexible reinforcement strip passed through the strip anchorage channel such that the strip follows a substantially arcuate path between a first channel opening in the rear face , around a substantially cylindrical or cylindroidal core element , the core element being cast contiguously with the cast facing element , to a second channel opening in the rear face ,wherein the removable channel void former assembly comprises:a first void former, shaped for forming a first part of the strip anchorage channel, the first part of the strip anchorage channel extending between the first channel opening and an intermediate location in the strip anchorage channel,a second void former, shaped for forming a second part of the strip anchorage channel, the second part extending between the second channel opening and the intermediate location,support means for supporting the first and second void formers in ...

RETAINING WALL CONTAINING WALL BLOCKS WITH WEIGHT BEARING PADS

A retaining wall having a plurality of courses of retaining wall blocks including a first upper course and a second lower course. Each retaining wall block has opposed front and rear faces, opposed first and second side surfaces, and opposed and substantially parallel upper and lower surfaces, and at least one weight bearing pad extends from one of the upper and lower surfaces. The at least one weight bearing pad extends substantially from the rear face to the front face of the block. The weight bearing pads are the only areas of contact between the blocks in the first upper course and the blocks in the second lower course. 1. A wall block comprising:a block body with opposed front and rear faces, opposed first and second side surfaces, and an uppermost surface opposed to a lowermost surface, the block body having a front portion adjacent the front face and a rear portion adjacent the rear face, each wall block having at least first and second weight bearing pads extending from one of the uppermost and lowermost surfaces of the block body, the at least first and second weight bearing pads being positioned between the rear face and the front face of the block body, the first weight bearing pad being inset from the first side surface a first distance and the second weight bearing pad being inset from the second side surface a second distance, the first distance being different than the second distance, the at least first and second weight bearing pads having a height,wherein at least a portion of the first weight bearing pad is positioned on the front portion of the block body and at least a portion of the second weight bearing pad is positioned on the rear portion of the block body.2. The wall block of claim 1 , wherein the block body has at least one pin hole opening onto the opposed uppermost and lowermost surfaces of the block body claim 1 , and at least one pin receiving cavity opening onto at least one of the opposed uppermost and lowermost surfaces of the block ...

EDGE PROTECTION SAFETY BUND SYSTEM

An edge protection safety bund system () for use in connection with a rock bund made of rock fill. The edge protection safety bund system () comprises a bund module () having a barrier wall () and a base plate (). The bund module () is preferably one of a plurality of bund modules () arranged side by side to form an extended barrier wall (). The barrier wall () of each module () extends substantially perpendicularly upwards from the base plate (), and a support web () extends at an angle from a rear face of the barrier wall () to an upper surface of the base plate (). In use, when rock fill is dumped onto the rear of the bund modules (), and allowed to flow back to its natural angle of repose behind the barrier walls (), it creates a rock bund () with a front face formed by the extended barrier wall (). 1. An edge protection safety bund system for use in connection with a rock bund made of rock fill , the safety bund system comprising:a bund module having a barrier wall and a base plate, the barrier wall extending substantially perpendicularly upwards from the base plate, and a support web extending at an angle from a rear face of the barrier wall to an upper surface of the base plate, wherein the barrier wall, base plate and support web of each bund module is moulded as a single integral structure and wherein, in use, when rock fill is dumped onto the rear of the bund module and allowed to flow back to its natural angle of repose behind the barrier wall it creates a rock bund with a front face formed by the barrier wall so that an impact of a truck crashing into the front face of the rock bund will be imparted through the safety bund system and into the rock fill horizontally and therefore the rock fill will more effectively inhibit the truck from pushing through the rock bund.2. An edge protection safety bund system as defined in claim 1 , wherein the bund module is one of a plurality of bund modules arranged side by side to form an extended barrier wall.3. An ...

Seawalls with articulated water-facing surfaces with protrusions and extensions

A seawall may have an articulated sea-facing surface that forms pockets, tunnels, and other irregular surfaces that provide habitat for aquatic life. The seawall may be formed from panels of cast concrete, with the panels having protrusions extending from the sea-facing side. Extensions may be affixed to cast panels to further enhance the habitat created by the seawall and to attenuate incident waves. 1. A seawall comprising:a plurality of panels cast from concrete, each of the panels having a sea-facing side comprising an undulated surface and a plurality of protrusions extending from the surface;a supporting structure that receives and retains the plurality of panels cast from concrete in an orientation that places the sea-facing side of the panels toward a body of water; anda plurality of protrusions affixed to the sea-facing side of the plurality of panels, the plurality of protrusions extending from the sea-facing side into the body of water.2. The seawall of claim 1 , further comprising at least one structure placed at least five yards from the sea-facing side of a panel claim 1 , the at least one structure comprising a plurality of protrusions cast from concrete.3. The seawall of claim 2 , further comprising a plurality of extensions formed from pliable material that are affixed to the sea-facing side of at least one panel.4. The seawall of claim 1 , further comprising a plurality of extensions formed from pliable material that are affixed to the sea-facing side of at least one panel.5. The seawall of claim 1 , wherein each of the plurality of panels is cast from a mold.6. The seawall of claim 5 , wherein each of the molds produces the same pattern of undulations and protrusions.7. The seawall of claim 1 , wherein the protrusions extending from the seawall provide a space between the protrusion and the sea-facing side of the seawall.8. A method of forming a seawall claim 1 , the method comprising:forming a model of a sea-facing surface of a seawall panel, the ...

COMBINED WALL PILING SYSTEM

A king pile for a combined wall system includes a first flange, a second flange, and a web. The first flange has a first flange body that is a generally rectangular plate having a first edge, a second edge, and a face. A first king pile interlock is formed integrally with the first flange body at the first edge, and a second king pile interlock is formed integrally with the first flange body at the second edge. The king pile includes a second flange having a second flange body, the second flange body being a generally rectangular plate having a face. The king pile also includes a web. The web may be a generally rectangular plate that is coupled to the face of the first flange body and the face of the second flange body. The first flange, second flange, and web may be formed separately and coupled by welding. 1. A king pile for a combined wall system comprising: a first flange body, the first flange body being a generally rectangular plate having a length and a width, the first flange body having a first edge, a second edge, and a face;', 'a first king pile interlock positioned at the first edge of the first flange body and formed integrally therewith; and', 'a second king pile interlock positioned at the second edge of the first flange body and formed integrally therewith;, 'a first flange, the first flange havinga second flange, the second flange having a second flange body, the second flange body being a generally rectangular plate having a face; anda web, the web being a generally rectangular plate, the web coupled to the face of the first flange body and the face of the second flange body.2. The king pile of claim 1 , wherein the web is coupled to the face of the first flange body and the face of the second flange body by welding.3. The king pile of claim 1 , wherein the first flange further comprises a drop nose claim 1 , the drop nose being an extension from the face of the first flange body that runs along the length of the first flange claim 1 , and wherein ...

METHOD AND APPARATUS FOR REINFORCING BARRIER INTERCONNECTIONS

In an underground barrier wherein each barrier member has a first edge having a flange defining a first connector and an opposed second edge having a channel defining a second connector, the channel being sized and shaped to receive the flange in slidable interconnection therein an apparatus for reinforcing a connection between adjacent barrier members comprises a first plate shaped to correspond to a first side of the barrier member around the channel, a second plate shaped to correspond to a second side of the barrier member, around the channel and a plurality of fasteners extending between the first and second plates so as to retain the first and second plates proximate to the channel. 1. An apparatus for reinforcing a connection between adjacent barrier members , each barrier member having a first edge having a flange defining a first connector and an opposed second edge having a channel defining a second connector , the channel being sized and shaped to receive the flange of an adjacent barrier member in slidable interconnection therein , the apparatus comprising:a first plate shaped to correspond to a first side of the barrier member around the channel;a second plate shaped to correspond to a second side of the barrier member, around the channel; anda plurality of fasteners extending between the first and second plates so as to retain the first and second plates proximate to the channel.2. The apparatus of wherein said channel is formed between free distal edges wherein the first and second plates have edges located proximate thereto so as to prevent displacement of the free distal edges.3. The apparatus of wherein said fasteners comprise bolts.4. The apparatus of wherein said fasteners are passed through bores in the barrier members adjacent to the channel.5. The apparatus of wherein said first and second plates are formed of metal.6. The apparatus of wherein said first plate includes a planar section and an arcuate section corresponding to a first arm ...

RETAINING WALL CONTAINING WALL BLOCKS WITH WEIGHT BEARING PADS

A retaining wall having a plurality of courses of retaining wall blocks including a first upper course and a second lower course. Each retaining wall block has opposed front and rear faces, opposed first and second side surfaces, and opposed and substantially parallel upper and lower surfaces, and at least one weight bearing pad extends from one of the upper and lower surfaces. The at least one weight bearing pad extends substantially from the rear face to the front face of the block. The weight bearing pads are the only areas of contact between the blocks in the first upper course and the blocks in the second lower course. 1. A wall block comprising a block body having opposed front and rear faces , opposed first and second side surfaces , and opposed and substantially parallel upper and lower surfaces , at least one weight bearing pad extending from one of the upper and lower surfaces.2. A building unit comprising a body having opposed front and rear faces , opposed first and second side surfaces , and opposed and substantially parallel upper and lower surfaces , at least one weight bearing pad extending from one of the upper and lower surfaces.3. A building unit for forming a portion of an exposed surface of a wall of a structure , the building unit comprising:a body with a front face opposed to a compound shaped rear face, the front face forming a portion of the exposed surface of the wall, opposed first and second side surfaces, and an upper surface opposed to a lower surface, the compound shape of the rear face of the body having two or more rearmost surfaces and two or more recessed surfaces, the building unit having two or more weight bearing surfaces extending a height from the upper surface of the body, each weight bearing surface having a horizontally planar surface, the horizontally planar surface of each weight bearing surface being the uppermost surface of the building unit;wherein the body has a front portion extending from the front face to the two ...

GABION

A gabion for withstanding mechanical impact in which at least one corrugated sheet is configured to form a complete hollow enclosure, which is constructed without the need for stanchions. At least one joiner strip joins together two vertical flanks of a corrugated sheet. Typically, one of the corrugated sheets is made of construction material. 1. A gabion for withstanding mechanical impact comprising:at least one corrugated sheet configured to form a hollow enclosure;at least one joiner strip for joining together two vertical flanks of the at least one corrugated sheet,wherein the gabion is configured to be constructible without the need for a stanchion.2. The gabion of claim 1 , wherein the at least one corrugated sheet is foldable to produce an enclosure having a circular lumen.3. The gabion of claim 1 , wherein the at least one corrugated sheet is foldable and/or arrange-able to produce a rectangular hollow enclosure.4. The gabion of claim 1 , further comprising a bottom plate from which the at least one corrugated walls extend.5. The gabion of claim 1 , wherein there are at least two corrugated walls and the corrugations are not similarly oriented whereby at least one of the walls has vertically oriented corrugations and at least one of the walls has horizontally oriented corrugations.6. The gabion of claim 1 , assembled in a two-lobed formation claim 1 , attached one to the other by the joiner strips at adjacent flanks of two different corrugated sheets of the two-lobed formation. This application is a Continuation in Part of U.S. patent application Ser. No. 14/145,961 entitled “Gabion”, filed Jan. 1, 2014, which claims priority from patent application IL 226525 entitled “Gabion”, filed May 23, 2013, the entire contents of which are incorporated herein by reference.The present invention relates to fortifications and static fenders, in particular gabions that are especially suitable for field assembly and deployment.Prior art in the field divulge gabions formed ...

INTERLOCKING BLOCKING SYSTEM FOR RETAINING WALLS AND OTHER USES

An interlocking blocking system includes a plurality of interlocking blocks. Each of the interlocking blocks includes a tapered opening, a protruding bottom, and a hollow tapered inside. The tapered opening is through a top surface of the interlocking block. The protruding bottom extends beyond a bottom surface of the interlocking block. The protruding bottom includes a tapered outer surface, a thickness, and an inner tapered surface. The hollow tapered inside extends from the tapered opening on the top surface and tapers into the inner tapered surface of the protruding bottom. The tapered outer surface of the protruding bottom is shaped and sized to match and fit inside of the tapered opening at the top surface of the interlocking block. Wherein the plurality of interlocking blocks are configured to be stacked onto one another. 1. An interlocking blocking system comprising: a tapered opening through a top surface of the interlocking block;', 'a protruding bottom that extends beyond a bottom surface of the interlocking block, the protruding bottom including a tapered outer surface, a thickness, and an inner tapered surface; and', 'a hollow tapered inside, the hollow tapered inside extends from the tapered opening on the top surface and tapers into the inner tapered surface of the protruding bottom;', 'the tapered outer surface of the protruding bottom is shaped and sized to match and fit inside of the tapered opening at the top surface of the interlocking block., 'a plurality of interlocking blocks, each of the interlocking blocks including2. The interlocking blocking system of claim 1 , wherein the plurality of interlocking blocks are configured to be stacked onto one another claim 1 , where the protruding bottom of a top block is inserted into the tapered opening of a bottom block claim 1 , whereby the top block is interlocked to the bottom block.3. The interlocking blocking system of claim 1 , wherein the interlocking blocking system is configured for a retaining ...

RETAINING WALL

Disclosed is an economical and effective way of producing a modular retaining wall for a material to be retained, 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 separate connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall is filled with loose filler material to increase the mass and retaining capacity of the wall. None of the wall components is embedded in the material to be retained. 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. 2. The modular retaining wall of claim 1 , wherein the concrete facing blocks have a first width claim 1 , the concrete backer blocks have a second width claim 1 , and the connectors have a length exceeding the sum of the first and second width.3. The modular retaining wall of claim 2 , 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 2 , wherein the retaining recesses are 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 ...

RETAINING WALL SYSTEMS

A retaining wall system includes at least one wall block, at least one ground-stabilizing base body supporting the at least one wall block, a fastening body under the at least one ground-stabilizing base body, and at least one tension link attached to the at least one wall block and to the fastening body. 1. A retaining wall system comprising:at least one wall block;at least one ground-stabilizing base body supporting the at least one wall block;a fastening body under the at least one ground-stabilizing base body; andat least one tension link attached to the at least one wall block and to the fastening body.2. The retaining wall system of claim 1 , wherein:the at least one wall block comprises a first at least one wall block and a second at least one wall block positioned laterally relative to the first at least one wall block;the at least one ground-stabilizing base body comprises a first ground-stabilizing base body supporting the first at least one wall block and a second ground-stabilizing base body supporting the second at least one wall block;the fastening body is under the first and second ground-stabilizing base bodies;the at least one tension link comprises a first tension link attached to the first wall block and to the fastening body; andthe at least one tension link further comprises a second tension link attached to the second wall block and to the fastening body.3. The retaining wall system of claim 1 , wherein:the at least one wall block has a top side and a bottom side and defines a through-opening within the at least one wall block and extending between the top and bottom sides of the at least one wall block; andthe tension link extends through the through-opening of the at least one wall block.4. The retaining wall system of claim 1 , wherein the fastening body is formed separately from the at least one ground-stabilizing base body.5. The retaining wall system of claim 1 , wherein claim 1 , absent a tension applied to the at least one tension link ...

MODULAR WALL PANEL SECTION, SYSTEM AND METHOD THEREOF

A modular wall panel section configured to retain ground and structural elements is provided, the section comprising one or more pillars, at least one wall panel secured to the one or more pillars, and surrounding elements coupling the one or more pillars to the at least one wall panel. Further provided is a modular wall panel system comprising two or more modular wall panel sections and wherein the two or more modular wall panel sections are coupled to one another at one of the one or more pillars. A method of installing a modular wall panel system comprising two or more modular wall panel sections is also provided. 1. A modular wall panel section , the section comprising:one or more pillars;at least one wall panel secured to the one or more pillars; andsurrounding elements coupling the one or more pillars to the at least one wall panel.2. The modular wall panel section of claim 1 , the surrounding elements of the one or more pillars being offset from one another along a height of the pillar.3. The modular wall panel system of claim 2 , the surrounding elements of a first pillar being offset unsymmetrically with the surrounding elements of a second pillar.4. The modular wall panel section of claim 2 , the one or more pillars being configured to be coupled with surrounding elements of another modular wall panel section claim 2 , the offset of the surrounding elements being different from the offset of the surrounding elements of the other modular wall panel section.5. The modular wall panel section of claim 1 , the section further comprising intermediary surrounding elements located along a length of the at least one wall panel and configured to be coupled to a pillar of another modular wall panel section.6. The modular wall panel section of claim 1 , the one or more pillars comprising a base and a pole claim 1 , the base comprising a hole for receiving an elongated section of the pole and the pole configured to be coupled to the surrounding elements.7. The modular ...

Method and Apparatus for Finishing Walls

A finishing assembly for a rail and post wall comprising: one or elongate capping members having longitudinal recesses for receiving a top of the wall and for installation therealong; and one or more post covers for installation over posts of the wall. 1. A method for finishing a post and rail wall comprising:installing elongate capping members along the wall, wherein the elongate capping members are formed with a longitudinal recess for receiving a top of the wall.2. The method in accordance with further including the step of installing covers over posts of said wall.3. The method in accordance with wherein upper ends of the posts abut underside portions of the capping members.4. The method in accordance with wherein a thickness of the covers corresponds to a width of the underside portions of the capping members.5. The method in accordance with wherein the elongate members are formed with first and second opposed margins on either side of the longitudinal recess for respective placement on inner and outer sides of the wall.6. The method in accordance with wherein the first margin claim 5 , is wider than the second margin and wherein the first margin is of a width corresponding to a thickness of the covers.7. The method in accordance with further comprising the step of installing post-side face members into exposed portions of posts of the wall.8. The method in accordance with further comprising the step of making miter joins between ends of the post side face members and adjacent ends of the capping members.9. The method in accordance with further comprising the step of applying adhesives between the elongate capping members and the wall.10. The method in accordance with further comprising the step of applying an adhesive to attach the covers to the wall.11. The method in accordance with further comprising the step of installing post-side face members into exposed portions of posts of the wall.12. The method in accordance with further comprising the step of ...

BARRIER PANEL CONNECTING CLIP AND METHOD

An apparatus and method for endwise connecting subterranean barrier members is disclosed. The apparatus includes at least two barrier members with each barrier member extending between top and bottom edges. Further, each barrier member has a side first edge having a flange defining a first connector and an opposed second side edge having a channel defining a second connector. The channel is sized and shaped to receive the flange of an adjacent barrier member in slidable interconnection therein. The apparatus further include a first side panel shaped to lie against a first side of the barrier members, a second side panel shaped to lie against a second side of the barrier members and a bridging plate located between the first and second panel members so as to bridge a gap therebetween, wherein the gap has a width corresponding to a width of the first and second barrier members. The associated method is directed toward creating the apparatus. 1. An apparatus for endwise connecting subterranean barrier members , each barrier member extending between top and bottom edges and having a side first edge having a flange defining a first connector and an opposed second side edge having a channel defining a second connector , the channel being sized and shaped to receive the flange of an adjacent barrier member in slidable interconnection therein , the apparatus comprising:a first side panel shaped to lie against a first side of the barrier members,a second side panel shaped to lie against a second side of the barrier members,a bridging plate located between the first and second panel members so as to bridge a gap therebetween, wherein the gap has a width corresponding to a width of the first and second barrier members.2. The apparatus of claim 1 , wherein the second side panel is formed of first and second side panel members.3. The apparatus of claim 1 , wherein the first and second side panel members have side edges adapted to engage against the first and second connectors of ...

SYSTEM FOR WALL CONSTRUCTION

A kit and system for constructing structures including at least one core block, at least one fascia block that connects to the core block by mounting a shelf that extends from a face of the core block with a cut-out section of a face of the fascia block, such that the face of the core block and the face of the fascia block form a gap therein between. 1. A kit for constructing a structure comprising:(a) one or more core blocks, each core block having a front side face, a back side face, a left side face, a right side face, a top side face and a bottom side face,each core block having a shelf extending from a bottom portion of one or more of the front side face, the back side face, the left side face and the right side face, and(b) one or more fascia blocks, each fascia block having a front side face, a back side face, a right side face, a left side face, a top side face and a bottom side face,the back side face of each fascia block having a cut-out section,wherein the cut-out section of the fascia block is designed, sized or configured to mount to the shelf of the core block, andwherein the bottom face of the shelf includes a protrusion extending from a left side face of the shelf to a right side face of the shelf, and the top side face of each fascia block includes a groove extending from the left side face of the fascia block to the right side face of the fascia block configured to receive the protrusion of the shelf of the core block.21. The kit of claim 1 , wherein the shelf includes (i) a bottom face which is aligned with the bottom side face of the core block claim 1 , (ii) a top face claim 1 , which orthogonally extends for a first distance D from the front side face and/or the back side face of the core block claim 1 , and (iii) a flat front face positioned parallel to the front side face of the core block and/or back face of the core block.32. The kit of claim 1 , wherein the cut-out section of the fascia block includes: (i) a horizontal top wall that ...

CONCRETE WALL BLOCK

A stackable concrete wall block is disclosed having a body with an irregular front portion and a prism shaped rear portion, the irregular front portion has a three dimensional surface structure embossed in the front face providing the appearance of natural stone and the regular rear portion facilitating stacking of like blocks. The rear portion has parallel sidewalls perpendicular to a rear wall, which are more easily manufactured by dry casting than tapered sidewalls. A lip protrudes from at least one of the sidewalls of the rear portion and is coplanar with the front face for spacing the body of the block from that of a like block placed adjacent thereto. The lateral lip generates spacing between adjacent blocks at a back terminal edge, thereby allowing the assembly of curved walls. The irregular front face extends over the lip so that the front face is continuous over the lip. 1. A stackable , dry cast , concrete retaining wall block , comprisinga body having a front portion and a rear portion and front and rear terminal edges respectively at the front and rear portion for engagement of a like block placed side by side to the retaining wall block;the front portion including a front face and a multifaceted depending sidewall, the front face having an irregular peripheral edge and a three-dimensional surface structure of projections, depressions, or crevices in the front face, and the multifaceted sidewall following the irregular peripheral edge, providing the front portion the visual appearance of a natural stone face;the rear portion being in the shape of a prism having planar top and bottom faces parallel to one another for placement opposite like blocks located above or below in a stacked condition of the retaining wall block, a planar rear face perpendicular to the top and bottom faces and a pair of parallel planar side walls perpendicular to the rear face;the front and rear terminal edges being located at the front portion and the rear face respectively; ...

PRECAST INTEGRAL POST AND RETAINING WALL AND METHOD FOR INSTALLING SAME

A prefabricated retaining wall structure and method of installing. The structure has a precast concrete face panel and an elongated support column permanently joined to the face panel. The face panel has a top and bottom, opposing end edges and first and second sides with a thickness therebetween. The elongated support column is secured to the face panel between the opposing end edges. The column has first and second ends and an elongated body therebetween and extends along a portion of the first side of the face panel. 1. A retaining wall structure comprising:a precast concrete face panel suitable to act as a retaining wall, the panel having a top and bottom, opposing end edges and a first and second side having a thickness therebetween; andan elongated support column permanently joined to the face panel between the opposing end edges, the column having first and second ends and an elongated body therebetween, the support column outwardly extending from a portion of the face panel.2. The retaining wall structure of wherein the elongated support column extends along a portion of the first side of the face panel and downwardly extends away from the face panel claim 1 , the first end located between the top and bottom of the face panel and the second end located below the bottom of the face panel.3. The retaining wall structure of further comprising a substantially planar baseplate affixed to the second end of the elongated support column claim 1 , the baseplate being substantially perpendicular to the support column.4. The retaining wall structure of wherein the support column is comprised of precast concrete and is integrally formed with the face panel.5. The retaining wall structure of wherein the support column comprises a structural beam secured to the face panel by precast concrete forming the face panel.6. The retaining wall structure of wherein the structural beam is comprised of steel and has two spaced apart substantially parallel flanges connected by a ...

LOOP AND SADDLE CONNECTION SYSTEM AND METHOD FOR MECHANICALLY STABLIZED EARTH WALL

A loop and saddle assembly includes a loop member and a saddle member. The loop member may include multiple layers (preferably 4 layers) of a geosynthetic material. The saddle member may have a curved seating surface adapted for cooperative engagement with the inner surface of the loop member. The saddle member may include a first generally planar truncated end at a first end of the curved seating surface and a second generally planar truncated end at a second end of the curved seating surface. The saddle member may include a lower surface with a concave profile extending from the first truncated end to the second truncated end. The loop member may be cast into a precast concrete panel with a portion of the loop member extending out of the precast concrete panel. The saddle member may be disposed in cooperate engagement with the loop member inside the loop member. 1. A loop and saddle assembly for engagement with a precast concrete panel comprising:a loop member comprising multiple layers of a geosynthetic material, the loop member including an inner surface having a loop radius; anda saddle member having a curved seating surface adapted for cooperative engagement with the inner surface of the loop member, the saddle member further including a first generally planar truncated end at a first end of the curved seating surface and a second generally planar truncated end at a second end of the curved seating surface, the first and second generally planar truncated ends being disposed opposite one another, and the saddle member further including a lower surface extending from the first generally planar truncated end to the second generally planar truncated end.2. The loop and saddle assembly of claim 1 , wherein the lower surface of the saddle member includes a concave profile.3. The loop and saddle assembly of claim 1 , wherein the curved seating surface of the saddle member has a saddle radius substantially equal to the loop radius.4. The loop and saddle assembly of ...

FOLDABLE BARRIER STRUCTURE

The present invention relates to a foldable barrier structure comprising a compartment bounded by a pair of opposed side walls and a pair of opposed end walls, at least one pair of opposed side or end walls being formed from a flexible, foldable material incorporating a stiffening element and a means for receiving a hinge member which permits folding of a central region of each opposed side or end wall of the at least one pair of side or end walls. 1. A foldable barrier structure comprising a compartment bounded by a pair of opposed side walls and a pair of opposed end walls , at least one pair of opposed side or end walls being formed from a flexible , foldable material incorporating a stiffening element and a means for receiving a hinge member which permits folding of a central region of each opposed side or end wall of the at least one pair of side or end walls.2. A foldable barrier structure according to wherein each opposed side or end wall of the at least one pair of side or end walls has a width extending from its first end to its second end claim 1 , and its central region extends from the centre of the wall equidistantly towards each of the first and second ends of the wall and the central region has a width of up to 90% claim 1 , 80% claim 1 , 70% claim 1 , 60% claim 1 , 50% claim 1 , 40% claim 1 , 30% claim 1 , 20% claim 1 , 10% or 5% of the width of the wall.3. A foldable barrier structure according to or wherein the stiffening element is incorporated with the flexible material by means selected from one or more of:a) adhering the stiffening element to the flexible material;b) affixing the stiffening element to the flexible material by affixing means provided within the central region of the stiffening element and substantially away from the top and the bottom of the wall;c) laminating the stiffening element with the flexible material; and/ord) enclosing at least a major portion of the stiffening element within the flexible materialoptionally wherein the ...

SECURITY BARRIER

A security barrier for deployment in crowd control and/or containment, the security barrier being capable of adopting at least two configurations. In a first configuration the security barrier is erected for deployment and comprises a compartment bounded at its front by a front panel for providing a barricade, at its rear by a rear panel of lower height than the front panel, at its sides by respective side panels pivotally connecting the rear and front panels, and at its bottom by a bottom panel connected at least two of the front panel, the rear panel, and the respective side panels. In its second configuration the security barrier is collapsed for storage and/or transportation. 1. A security barrier for deployment in crowd control or containment , comprising: a single front panel for providing a barricade; a single rear panel of lower height than the front panel; respective side panels pivotally connected to said rear panel and front panel; and a bottom panel pivotally connected to at least two of said front panel , said rear panel , and said side panels , wherein the panels form an erected compartment when the security barrier is in a deployed configuration , and wherein the bottom panel can be folded up against any one of the front , rear or side panels , and wherein the side , front and rear panels can be folded against each other to adopt a substantially flattened , folded configuration for storage or transportation.2. (canceled)3. The security barrier according to claim 1 , wherein the height of the front panel in the deployed configuration is at least about six feet.4. The security barrier according to claim 1 , wherein the height of the rear panel in the deployed configuration is not more than about five feet.5. (canceled)6. The security barrier according to claim 1 , wherein the weight deployed in the compartment in the deployed configuration of the barrier bears upon the bottom panel and is effective claim 1 , through the connection of the bottom panel to ...

Retaining Wall Kit Having Interconnecting Units

Described is a kit for constructing retaining walls including multiple interconnecting units. Various units are provided including primary retaining wall units, end units, and corner units. Each unit is square or rectangular in shape and includes an interior volume, a lip on an upper end thereof, and a protrusion on a lower end thereof. The units can be stacked on top of one another and can be secured by engagement of the lip of a first unit with the protrusion of a second unit. The units can also be arranged side-by-side and secured to one another using securement posts and fasteners. The units include one or more exterior surfaces having a finished appearance that resembles wood, brick, or stone, among others. Further, each unit includes one or more drainage apertures thereon. In this way, the present invention provides a versatile system for constructing a retaining wall of a desired configuration. 1. A retaining wall system , comprising:a plurality of retaining wall units having a rectangular shape comprising a bottom end, a first sidewall opposite a second sidewall, a front wall opposite a rear wall, and an open top, defining an interior volume;wherein each of an upper end of said front wall and an upper end of said rear wall includes an inner lip;wherein said bottom end includes a protrusion thereon adapted to be received by said inner lip of a retaining wall unit;wherein said plurality of retaining wall units each includes one or more pairs of flanges extending outward therefrom.2. The retaining wall system of claim 1 , wherein said first sidewall and said second sidewall include one or more drainage apertures thereon.3. The retaining wall system of claim 1 , whereinsaid front wall of said plurality of retaining wall units comprises an ornamental appearance adapted to resemble wood, brick, or stone.4. The retaining wall system of claim 3 , whereinone of said first or second sidewalls comprises an ornamental appearance adapted to resemble wood, brick, or stone ...

FOLDABLE BARRIER STRUCTURE

The present invention relates to a foldable barrier structure comprising a compartment bounded by a pair of opposed side walls and a pair of opposed end walls, at least one pair of opposed side or end walls being formed from a flexible, foldable material incorporating a stiffening element and a means for receiving a hinge member which permits folding of a central region of each opposed side or end wall of the at least one pair of side or end walls. Also provided is a multi-compartmental foldable barrier structure comprising a multiplicity of such compartments connected, affixed or adhered to one another end to end, as well as a flood defence barrier comprising a first multi-compartmental foldable barrier structure provided with a continuous length of water impermeable material extending across the individual structures along at least one side of the barrier; a second multi-compartmental foldable barrier structure provided with a continuous length of water impermeable material extending across the individual structures along at least one side of the barrier; and fastening means for fastening the first multi-compartmental foldable barrier structure to the second multi-compartmental foldable barrier structure. 1. A foldable barrier structure comprising a compartment bounded by a pair of opposed side walls and a pair of opposed end walls , at least one pair of opposed side or end walls being formed from a flexible , foldable material incorporating a stiffening element and a means for receiving a hinge member which permits folding of a central region of each opposed side or end wall of the at least one pair of side or end walls.2. The foldable barrier structure according to claim 1 , wherein each opposed side or end wall of the at least one pair of side or end walls has a width extending from its first end to its second end claim 1 , and its central region extends from the centre of the wall equidistantly towards each of the first and second ends of the wall and the ...

Adjustable locator retaining wall block and mold apparatus

A system of retaining wall blocks, a method of assembling a retaining wall block assembly, and a mold for manufacturing retaining wall blocks having adjustable engagement configurations.

Moulding insert and facing block with such an insert

Moulding insert ( 8 ) for a mould manufacturing a concrete facing block ( 4 ) for a reinforced-ground structure ( 90 ), said reinforced-ground structure comprising a facing formed by such facing blocks and a fill in which reinforcements connected to the facing are installed, the moulding insert ( 8 ) comprising a shell ( 1 ), delimiting a general space of a connection connecting a reinforcement ( 3 ) to the facing block, a core envelope ( 2 ) obtained by moulding the shell separately, the shell having a first lateral face ( 15 ) pierced with a first orifice ( 11 ), in which a first end portion ( 21 ) of the core envelope is fitted, characterised in that the core envelope is in the general form of a truncated cone.

PRE-CAST DECORATIVE RETAINING WALL SYSTEM

The present invention is directed to a Pre-cast Decorative Retaining Wall consisting of concrete walls constructed on a horizontal surface normally at a manufacturing facility, on rolling platforms, or preferably built on the construction site where after curing to 3000 psi the pre-fabricated walls can be shipped to and installed at a building site. In the flat state the panels can have a wide variety of decorative elements readily applied to both the upper and lower downside reflection surface. A unique feature is the buttress system that is added to the back of the wall system when elevated retention is required. By pouring the buttress portion on top of the footing pier or caisson, and tying into the pre-decorated wall with reinforcement, an eco-friendly, design optional retaining wall system is accomplished which can be rapidly and safely installed. 1. A pre-cast decorative retaining wall system comprising:a) pre-cast concrete walls having a front all surface and a wall back side, constructed on a horizontal surface;b) a concrete footing including a concrete wall accepting portion capable of supporting said pre-cast concrete wall placed thereon;c) a plurality of reinforcement bars wherein said reinforcement bars are attached to said concrete wall, and said reinforcement bars are attached to said concrete footing; andd) a concrete buttress support portion poured on the footing and thereby connecting the wall back side to said footing, by embedding said attached plurality of reinforcement bars, when poured, to secure the concrete wall and enable retaining wall characteristics.2. The pre-cast decorative retaining wall system according to claim 1 , wherein said precast concrete walls include decorative features integrated therein during the casting process.3. The pre-cast decorative retaining wall system according to claim 1 , wherein said pre-cast concrete walls include electrical conduit and lighting features integrated therein during the casting process.4. The ...

PRECAST REINFORCED CONCRETE HEAVY DUTY RETAINING WALL

A precast reinforced concrete heavy duty retaining wall comprises a precast concrete square face panel with integral four fins connected to the rear of facing and the end of each fin with integral regular octagon. A fin comprises a reinforced concrete slab and having a substantially plurality of horizontal holes along each fin panel, used for inserted horizontal rebars into each hole, and bonded the vertical rebars to the horizontal rebars in each vertical channel. Designed the rebars by professional engineer. The upper surface of regular octagon of outer left and outer right having protude male interlocking and the lower surface of regular octagon, having female interlocking, the center are substantially opposite. The upper surface of face panel having a noch male interlocking, and the lower surface having a groove female interlocking, the center are substantially opposite. The side view at both left and right having grooves. 1. A precast reinforced concrete heavy duty retaining wall comprising: a face panel comprising a substantially square wall panel in which having wall thickness , and with integral four fin panels at the rear of face panel.21. The precast reinforced concrete heavy duty retaining wall of claim () wherein the upper surface of wall thickness having notch for male interlocking , the left surface , the right surface , and the lower surface , of wall thickness having grooves , at three places.31. The precast reinforced concrete heavy duty retaining wall of claim () wherein the notch male interlocking , and the grooves at three places , all sections , sizes and configuration are substantially equally , the position of notch and groove of lower surface are substantially opposite direction , and the groove of lower surface could be seated on the notch male interlocking firmly.41. The precast reinforced concrete heavy duty retaining wall of claim () wherein the position of center of gravity of a precast reinforced concrete heavy duty retaining wall are ...

BUILDING ELEMENTS FOR MAKING RETAINING WALLS, AND SYSTEMS AND METHODS OF USING SAME

A building element for coupling with other building elements to erect a retaining wall. Exemplary building elements have receiving spaces for receiving increased weight of fill material to provide increased stability. Optionally, each building element can have an enlarged face profile that provides efficiency in the shipping and assembly process. Optionally, each building element can define alignment voids that receive portions of alignment posts for ensuring vertical alignment between adjacent building elements or portions of building elements. 1. A building element for forming a portion of a retaining wall , the building element comprising:a face panel comprising a top surface, a bottom surface, a front surface, and a rear surface positioned on an opposing side of the face panel from the front surface, wherein the face panel comprises a length dimension oriented along a first axis, a width dimension oriented along a second axis that is perpendicular to the first axis, and a height dimension oriented along a third axis that is perpendicular to the first and second axes; anda beam member coupled to the rear surface of the face panel, the beam member comprising a main body and first and second foot portions, the main body having an upper surface and first and second side surfaces that are substantially parallel to the second axis, wherein the first and second foot portions project, respectively, from the first and second side surfaces relative to the first axis, and wherein the first and second foot portions have respective lower surfaces that are substantially co-planar with the bottom surface of the face panel and respective upper surfaces that are positioned between the bottom and top surfaces of the face panel relative to the third axis,wherein the beam member has a distal end portion spaced from the front panel relative to the second axis, wherein the distal end portion comprises first and second projections that project, respectively, from the first and second ...

PRECAST HOLLOW BLOCK WALL SYSTEM AND FORMS FOR MANUFACTURING THE SAME

What is provided is a precast hollow block, a precast wall system incorporating the precast hollow block, and forms for manufacturing a hollow block and a coping cap. Accordingly, the precast hollow block and its incorporation into a precast wall system provide solutions to current “level up” block coping techniques, wall flood protection, wall force protection, and the like. Instead of having mismatched or missing face textures on sloped portions of the wall, the precast wall system allows for easier installation of face-textured blocks directly at the top of the wall. As a result, the precast wall system may readily account for slope transitions of a wall, conform to specific Department of Transportation project requirements, accommodate existing wall construction specifications, and be easily customizable for a variety of applications. 1. A precast hollow block comprising:a top;a bottom;a front side including a front surface, the front side opposed from a back side including a back surface, each of the front surface and the back surface having a textured surface for imparting a natural stone appearance; anda first connecting rib extending laterally from the front side to the back side and a second connecting rib parallel to the first connecting rib and extending laterally from the front side to the back side to form a hollow interior space configured for accepting a filling material, wherein the first connecting rib is positioned approximately at the center of the precast hollow block.2. The precast hollow block of claim 1 , further comprising a first end and a second end claim 1 , the first end including two substantially parallel legs claim 1 , wherein the two substantially parallel legs are cut prior to assembly of the precast hollow block into a wall.3. The precast hollow block of claim 2 , wherein the wall is non-planar.4. The precast hollow block of claim 1 , further comprising at least one scoring feature for identifying a cut site on the precast hollow ...

MECHANICALLY STABILIZED EARTH RETAINING WALL SYSTEM AND METHOD OF USE

A retaining wall system is provided for mechanically stabilizing an earthen wall. The system comprises anchor receiving channels, anchoring tie back strips, and a plurality of connecting anchors. A face panel comprises at least one fastener receiving channel and a prefabricated wall fascia panel. Tie back members extend from the wall panels and are to be embedded within the earthen soil or backfill material thereby securing the tie backs and the wall panels in a fixed assembled, position. 1. A retaining wall system for securing and retaining an earthen fill , comprising:a wall panel comprising an inner face adapted for retaining a fill material, an outer face, an upper end, a lower end and a predetermined thickness between said inner and outer face;the inner face comprising an elongate recess;an elongate channel provided at least partially within the elongate recess, the elongate channel comprising a substantially rigid material;an anchor member secured to and extending outwardly from the elongate channel;a reinforcing member secured to the anchor member and extending away from the wall panel, wherein the reinforcing member, the anchor member, the elongate channel, and the wall panel are provided in force transmitting communication.2. The retaining wall system of claim 1 , wherein the anchor member comprises a plurality of extension members claim 1 , the reinforcing member comprises a plurality of elongate recesses claim 1 , and wherein at least one of the extension members is provided through at least one of the elongate recesses.3. The retaining wall system of claim 1 , wherein the reinforcing member comprises a substantially planar member.4. The retaining wall system of claim 1 , wherein the reinforcing member extends substantially perpendicular from the inner face of the wall panel.5. The retaining wall system of claim 1 , wherein the elongate recess comprises a preformed recess extending along a width of the inner face of the wall panel.6. The retaining wall ...

BLOCKS AND BLOCK CONNECTORS, BLOCK SYSTEMS AND METHODS OF MAKING BLOCKS

A retaining wall block and a setback connector for use in forming retaining walls having a desired setback between adjacent courses of blocks in a retaining wall. The method of constructing a retaining wall with a plurality of the blocks and setback connectors. 1. A wall block system for constructing a wall from a plurality of wall blocks stacked in at least an upper course of wall blocks and a lower course of wall blocks , the wall block system comprising:a wall block having a block body with opposed front and rear faces, opposed first and second side walls, and opposed and substantially parallel top and bottom planar surfaces, the block body having a depth defined by a distance between the front and rear faces, the block body having an indentation opening into the rear face and extending into the block body a distance less than the depth of the block body; anda block connector having upper, intermediate and lower portions, the upper portion being sized to be received within the indentation in the rear face of the wall block, the intermediate portion extending between the upper and lower portions and having a length at least as great as a distance between the indentation in the rear face of the wall block and the bottom planar surface of the wall block, the lower portion being sized to extend below the bottom planar surface of the wall block when the upper portion is received in the indentation such that, in a constructed wall, when the wall block is stacked in the upper course of blocks the lower portion of the block connector abuts against the rear face of an adjacent wall block in the lower course of blocks in the wall.2. The wall block system of wherein the upper portion of the connector includes a first member extending from the intermediate portion in a first direction and a second member extending from the intermediate portion in a second direction different from the first direction claim 1 , the first and second members each being sized to be received and ...

BLOCKS, BLOCK SYSTEMS AND METHODS OF MAKING BLOCKS

A block, block system and method of making a wall block. Multiple block embodiments with multiple embodiments of a visually exposed surface having three dimensional shaped areas and three dimensional angular valleys or joints that can be used to construct a patio, wall, fence or the like; the multiple embodiments creating a more random and natural appearance. 1. A wall block comprising:a block body having opposed front and rear faces, opposed and substantially parallel top and bottom surfaces, and opposed first and second side walls, the first and second side walls each having a vertically planar first portion adjacent the top surface and a vertically planar second portion adjacent the bottom surface, the first and second portion of each side wall extending from the front face to the rear face, the first portion of the first side wall and the first portion of the second side wall converging from the front face toward the rear face along the top surface of the block and the second portion of the first side wall and the second portion of the second side wall being substantially parallel to each other along the bottom surface of the block,wherein the top surface has a substantially trapezoidal shape with boundaries formed by the opposed front and rear faces and the opposed and converging first portion of the first and second side walls and the bottom surface has a substantially rectangular shape with boundaries formed by the front and rear faces and the opposed and substantially parallel second portion of the first and second side walls and wherein the trapezoidal shaped top surface has a total surface area that is less than the total surface area of the rectangular shaped bottom surface.2. The wall block of claim 1 , wherein the second portion of the first and second side walls have an upper horizontally planar surface extending outward from the first portion of the first and second side walls.3. The wall block of claim 2 , wherein the first and second side walls have ...

FULLY ADJUSTABLE SUSPENDED POST AND PANEL MODULES AND INSTALLATION METHODS

A wall module for a modular wall structure integrates a wall panel portion with a post portion having bottom extensions and at least one groove for receiving a distal end portion of a wall panel portion of an adjacent module. The bottom post extension may be suspended in a post hole and anchored with a material such as concrete. 1. A method of constructing a modular wall using wall modules comprising a panel portion integrally formed of a rigid material with and cantilevered from a post portion , the method comprising:suspending a distal end of the post portion of a wall module within a post hole while the wall module is vertically aligned and supported;arranging one or more load bearing members under the panel portion of the wall module to provide vertical support and maintain the wall module, including the post portion, at a predetermined height; andpouring a material into the post hole such that the material fills space between the distal end of the post portion and a bottom of the post hole and spaces between sides of the post portion and sides of the post hole.2. The method of claim 1 , further comprising forming the post hole as one of a series of post holes claim 1 , one hole for each of a plurality of consecutive wall modules.3. The method of claim 2 , wherein the post hole is formed to a depth which is greater than the difference between i) the height of a load bearing member arranged under the panel portion of the wall module to provide vertical support and ii) the length of a bottom post extension extending past a bottommost edge of the panel portion.4. The method of claim 1 , further comprising bracing the wall module in a transverse direction to assure the vertical alignment.5. The method of claim 4 , wherein the bracing is performed using a single brace having two points of contact with the wall module claim 4 , one point of contact being higher than the second point of contact claim 4 , the single brace being anchored in earth or supported by a ...

MANUFACTURED RETAINING WALL BLOCK WITH IMPROVED FALSE JOINT

A retaining wall block having a false joint and a system of retaining wall blocks. The retaining wall block includes a body having a first textured surface and a second textured surface and a false joint dividing the first and second textured surface. The false joint can have a depth divided by the width greater than two inches. The false joint can have an interior angle of less than ten degrees. The system includes a plurality of retaining wall blocks and a first course of retaining wall blocks engaged with a second course of retaining wall blocks below. Each block in the system comprising a front face having a first textured surface and a second textured surface and a false joint dividing the first and second textured surface. The false joint can extend a predetermined depth of a third surface. 120-. (canceled)21. A method of manufacturing a retaining wall block comprising:forming a body having a first surface and a second surface; andforming a false joint dividing the first and second surface and extending a predetermined depth of the body, wherein the false joint includes a tapered interior portion having a first taper angle, a tapered exterior portion having a second taper angle and a transition region where the second taper angle reduces to the first taper angle;wherein the false joint has an interior angle of less than 20 degrees that extends for a predetermined distance over a length in the false joint.22. The method of wherein a depth of the tapered interior portion of the false joint divided by a width of the tapered interior portion of the false joint is greater than 2.23. The method of wherein a depth of the tapered interior portion of the false joint divided by a width of the tapered interior portion of the false joint is less than 3.24. The method of wherein the false joint has an exterior angle of greater than 40 degrees that extends for a predetermined distance over a length in the false joint.25. The method of wherein the first and second surface ...

RETAINING WALL SYSTEM

A retaining wall system includes a face panel having a first end beam and a second end beam extending in parallel to the first end beam. The face panel extends a height defined from the first end beam to the second end beam when the face panel is oriented in an upright position. The face panel further includes a backfill side and is configured to retain a backfill material on the backfill side of the face panel. The retaining wall system further includes a support leg having a bracket for receiving the first end beam therein and an extension platform transversely oriented to the height of the face panel when the first end beam is received within the bracket. The extension platform extends away from the bracket and is configured to anchor the face panel in the upright position. 120-. (canceled)21. A retaining wall system comprising:a face panel comprising a first end beam and a second end beam extending in parallel to the first end beam, the face panel extending a height defined from the first end beam to the second end beam when the face panel is oriented in an upright position, the face panel further comprising a front side and a backfill side, wherein the face panel defines a plurality of openings extending through the face panel from the front side to the backfill side and is configured to retain a backfill material on the backfill side; anda support leg comprising a first end, a second end spaced from the first end to define a length of the support leg, and a base extending the length of the support leg for positioning the support leg on a ground surface, the support leg further comprising a bracket for receiving the first end beam therein and an extension platform transversely oriented to the height of the face panel when the first end beam is received within the bracket and extending away from the bracket to the second end, the extension platform configured to anchor the face panel in the upright position.22. The retaining wall system of claim 21 , wherein the ...

Bulwark structure and method

A bund system for the retention of solid or liquid or pourable waste material; bunds of the bund system comprising retaining structures; the retaining structures including at least one vertical structural element relative a base; the base covering a portion of a ground surface; the bunds maintained in a selected position on the ground surface by interaction of the retaining elements with a mass of compacted material.Also disclosed is a method of forming a waste retention area by enclosing the waste retention area by bunds; the bunds comprising at least one substantially vertical retaining structure relative a base extending over a portion of a ground surface; the method including the steps of;positioning retaining structures on the ground surface to form an enclosed area; horizontal base panels of the retaining structures facing inwards to the enclosed area,welding overlap portions of sealing elements at adjacent vertical and horizontal joints between adjoining retaining structures,placing an impervious liner over the ground surface of the enclosed area,welding edges of the impervious liner to edges of sealing elements at inward edges of the horizontal base panels.

GOLF COURSE BUNKER

The present invention concerns a method of constructing a golf course bunker () using concrete modified soil (“CMS”) as a backfill material () to secure the bunker facade tiles () into place. 1excavating a hole into the ground;obtaining tiles of a lesser width and tiles of a greater width, wherein the tiles comprise an artificial grass-covered surface;layering tiles of a lesser width and placing one layer of tile of the greater width on top of the layers of lesser width;backfilling a volume behind the tiles with cement modified soil;repeating the steps of layering tiles and backfilling a volume with cement modified soil until a desired bunker wall height is achieved;covering the top layer of tiles and the top of the cement modified soil with natural soil; andcovering the natural soil with natural turf.. A method of making a golf bunker, comprising the steps of: The present invention concerns a golf course bunker and a method of constructing a golf course bunker using concrete modified soil (“CMS”) as a backfill material to secure the bunker facade tiles into place.The maintenance of a golf course is crucial to the golfer and as such to the success of a golf course in general. The level of maintenance is directly related to many issues, but it is the quality of the playing surfaces and the appearance of the golf course that matter most to the average golfer. One of the most demanding areas in terms of the expense, time, effort and labor is the maintenance of golf course bunkers. Golf bunkers are critical to the strategy and appearance of most golf courses and this has been the case for hundreds of years. Despite this long time span, and the many efforts that have been made, no satisfactory solution has been developed that can substantially reduce the maintenance burden, whilst at the same time ensuring that bunker quality is retained.Green keepers will bear witness to the challenging tasks of maintaining bunkers and the majority of them will pinpoint bunkers as their ...

Building Elements For Making Retaining Walls, And Systems And Methods Of Using Same

A building element for coupling with other building elements to erect a retaining wall. Optionally, the building element can have a modular construction. The building element can have a face panel and a beam member that extends substantially perpendicularly relative to the face panel. The building elements can have a variety of different configurations, providing flexibility in the design of retaining walls. Optionally, each building element can define alignment voids that receive portions of alignment posts for ensuring vertical alignment between adjacent building elements or portions of building elements. 1. A building element configured for coupling to at least one other building element to form a retaining wall , the building element comprising:a face panel comprising a front surface and a rear surface positioned on an opposing side of the face panel from front surface, wherein the face panel comprises a length dimension oriented along a first axis, a width dimension oriented along a second axis that is perpendicular to the first axis, and a height dimension oriented along a third axis that is perpendicular to the first and second axes; andat least one beam member coupled to the rear surface of the face panel, each beam member comprising an upper surface and an opposed lower surface, wherein at least one surface of the upper surface and the lower surface defines an alignment void configured to receive a portion of an adjacent building element during formation of the retaining wall, wherein the beam member is substantially perpendicular to the rear surface of the face panel such that the beam member comprises a length dimension oriented along a second axis and a height dimension oriented along the third axis.2. The building element of claim 1 , wherein the at least one beam member comprises a plurality of beam members.3. The building element of claim 1 , wherein each beam member comprises a brace section secured to the face panel claim 1 , wherein the brace ...

MANUFACTURED RETAINING WALL BLOCK WITH IMPROVED FALSE JOINT

A retaining wall block having a false joint and a system of retaining wall blocks. The retaining wall block includes a body having a first textured surface and a second textured surface and a false joint dividing the first and second textured surface. The false joint can have a depth divided by the width greater than two inches. The false joint can have an interior angle of less than ten degrees. The system includes a plurality of retaining wall blocks and a first course of retaining wall blocks engaged with a second course of retaining wall blocks below. Each block in the system comprising a front face having a first textured surface and a second textured surface and a false joint dividing the first and second textured surface. The false joint can extend a predetermined depth of a third surface. 1. A retaining wall block comprising:a body having a first surface and a second surface; anda false joint dividing the first and second surface and extending a predetermined depth of the body, wherein the false joint includes an interior portion, an exterior portion and a transition region.2. The retaining wall block of wherein the depth of the false joint divided by the width of the of the false joint is greater than 2.3. The retaining wall block of wherein the depth of the false joint divided by the width of the of the false joint is less than 3.4. The retaining wall block of wherein the false joint has an interior angle of less than 20 degrees.5. The retaining wall block of wherein the false joint has an exterior angle of greater than 40 degrees.6. The retaining wall block of wherein the first and second surface are textured.7. The retaining wall block of wherein the false joint extends at least a third of the depth of the body.8. The retaining wall block of further comprising:a base below the body and having at least one ridge to produce at least one engagement cavity.9. The retaining wall block of wherein the body and base define an H-shaped dimension.10. A system of ...

MONOLITHIC RETAINING WALL

An apparatus includes a monolithic retaining wall formed by combinable modular retaining wall blocks. Each of the combinable modular retaining wall blocks defines (A) vertical grooves extending along a vertical direction, and (B) horizontal grooves extending along a horizontal direction. This is done in such a way that the monolithic retaining wall, which is formed by the combinable modular retaining wall blocks, defines (A) spaced-apart instances of the vertical channels extending vertically through the monolithic retaining wall, and (B) spaced-apart instances of the horizontal channels extending horizontally through the monolithic retaining wall, in which at least some of the spaced-apart instances of the horizontal channels intersect at least some of the spaced-apart instances of the vertical channels.

Retaining block wall, retaining blocks and manufacturing method

A retaining block wall, retaining blocks, and a retaining block manufacturing method result in a structural wall with two mechanical interlocks and water management systems. 1. A retaining wall comprising:a plurality of retaining wall blocks,said retaining wall blocks being arranged in a series of at least two rows,each of said rows of blocks including retaining wall blocks laterally adjacent to each other,at least some of said retaining wall blocks having a hollow core within it, said hollow core being generally vertically oriented within each block, with hollow cores from vertically adjacent blocks from different rows being arranged generally above and below each other respectively, so that from top to bottom on said retaining wall a hollow column in formed by the hollow cores of retaining wall blocks,said hollow column being capable of permitting water which may have migrated from soil retained by the wall to run from the top of said retaining wall to the bottom of said retaining wall,at least some of said retaining wall blocks having a channel at their bottoms, said channels from laterally adjacent blocks together forming a water trough that can permit the movement of water away from the retaining wall,an integral top nub on at least a plurality of said retaining wall blocks,a bottom receptacle on at least a plurality of said retaining wall blocks, andsaid receptacles being configured to permit placoncrete of said nub therein so that once stacked into a retaining wall, the blocks create a first mechanical interlock between them from the material of the block as a result of said nub and receptacle formation.2. A retaining wall as recited in wherein said hollow columns are capable of permitting water to run into said trough so that it may proceed away from said retaining wall thus mitigating the effects of hydraulic pressure and erosion.3. A retaining wall as recited in wherein at least a plurality of said receptacles are formed on said blocks as a lateral groove ...

BUILDING BLOCK AND METHODS

A concrete building block () includes a body () having opposite first () and second sides (), opposite first () and second end faces () extending between the first and second sides (), and opposite first () and second bearing faces () extending between the first and second sides () and the first and second end faces (). The first side has a first section () and second section (). The first section () and first end face () are shaped to mate with each other when a like block () is rotated 90° and oriented adjacent thereto so that the center plane for the two blocks () are perpendicular to each other; and the second section () and second end face () are shaped to mate with each other when a like block () is rotated 90° and oriented adjacent thereto so that the center plane for the two blocks () are perpendicular to each other. The building block () can be used for structures such as a free standing wall, retaining wall, garden wall, or columns. 1. A concrete building block comprising: (i) the first bearing face being an upper face in use and having a contact surface portion that is planar;', '(ii) the second bearing face having a contact surface portion that is planar and parallel to the contact surface portion of the first bearing face;, '(a) a body having opposite first and second sides, opposite first and second end faces extending between the first and second sides, and opposite first and second bearing faces extending between the first and second sides and the first and second end faces;'}(b) the first side of the body having a center plane that is orthogonal to the first and second bearing faces, the center plane bisecting the first side between a first section and second section;(i) the first section having a first section length and being angled inwardly at a first extension angle relative to a plane orthogonal to the center plane, the first section extending to the center plane in extension from the first end face;(ii) the second section having a second ...

Method for manufacturing a stone retaining wall block

A method for manufacturing modular retaining wall blocks in natural stone, wherein the blocks are trapezoidal blocks having top and bottom surfaces with channels that receive offset connectors in multiple orientations for building upright, offset, and curved walls. Stone from a quarry is cut or split to form substantially rectangular elongate blocks having top and bottom surfaces, opposed side faces, and opposed ends. A series of channels running parallel to the side faces is cut in each of the surfaces, the top channels lying across from the bottom channels but offset therefrom. The elongate blocks are then cut between opposing pairs of channels to form trapezoidal blocks having front and rear faces. 1. A method for manufacturing a modular retaining wall block in natural stone , said method comprising the steps of providing an elongate block of natural stone having parallel opposed top and bottom surfaces , parallel opposed side faces , and opposed ends;cutting a plurality of rectilinear bottom channels in said bottom surface, each said bottom channel being parallel to said side faces;cutting a like plurality of rectilinear top channels in said top surface, each said top channel being parallel to said side faces and facing oppositely from a respective said bottom channel; andcutting each said elongate block to form a plurality of trapezoidal blocks, each said trapezoidal block having trapezoidal top and bottom surfaces with respective said top and bottom channels therein, opposed front and rear faces formed in alternation in each said side face, and opposed end faces, wherein each said bottom channel is offset from the oppositely facing top channel toward one of said front and rear faces.2. The method of further comprisingproviding a flat rectangular slab of stone having parallel top and bottom surfaces; andsplitting the slab to form a plurality of said elongate blocks, at least one side face of each said elongate block being formed by said splitting.3. The method ...

MODULAR BLOCK RETAINING WALL CONSTRUCTION SYSTEM WITH SPACER PLATES AND METHODS OF MANUFACTURE AND USE

A modular block retaining wall construction system with a plurality of spacer plates securely fastened to a plurality of blocks. At least one arm extends (i) from each of the plurality of spacer plates, and (ii) partially into an aperture in the one of the plurality of modular blocks. Each of the plurality of spacer plates includes a plate that is spaced from the one of the plurality of modular blocks via the at least one arm at a predetermined distance, thereby defining a cavity therebetween. In this manner, the cavity can be filled with a predetermined amount of material, e.g., gravel, to facilitating proper drainage of liquid, e.g., water, from the soil and/or other material retained by the retaining wall of the present inventive concept. 1. A retaining wall system comprising:a plurality of modular blocks, each of the plurality of modular blocks including a receiver;and a plurality of spacer plates, each of the plurality of spacer plates operable to be securely fastened to one of the plurality of modular blocks via the receiver, each of the plurality of spacer plates including (i) a substantially planar plate, (ii) at least one arm extending between the plate and into the receiver to define a space between the plate and the one of the plurality of modular blocks, and (iii) a plurality of apertures extending through the plate to permit drainage of fluid therethrough.2. The retaining wall system of claim 1 , 'each of the plurality of modular blocks are securely fastened to the at least one arm of the one of the plurality of modular blocks via a friction-fit engagement.', 'wherein,'}3. The retaining wall system of claim 1 , 'the at least one arm includes a friction-enhancing element and a backstop.', 'wherein,'}4. The retaining wall system of claim 3 , 'the friction-enhancing element and the backstop are spaced from each other along each of the arms.', 'wherein,'}5. The retaining wall system of claim 1 , 'the plurality of apertures form an array extending ...

BUILDING BLOCK, WALL CONSTRUCTIONS MADE FROM BUILDING BLOCKS, AND METHODS

A concrete building block includes indicators along each end to assist in aligning a pin placed in the block with a channel in a like block in a course below as a wall is being constructed. 1. A building block comprising: (i) the first and second bearing faces each including two pin receiving apertures extending through the body;', '(ii) the first bearing face being an upper face in use and having one or more channels to receive one end of pins extending through the pin receiving apertures of a like block stacked on the first bearing face;, '(a) a body having opposite front and rear faces, opposite first and second bearing faces extending between the front and rear faces, and opposite first and second ends extending between the front and rear faces;'} (i) a first of the pin receiving apertures located adjacent to the first recess edge;', '(ii) a first indicator in the first recess adjacent the first pin receiving aperture, the first indicator being visible from the first end to assist in aligning a pin placed in the first pin receiving aperture with a channel in a like block in the course below as a wall is being constructed; and, '(b) the first end including a first recess having a first recess edge;'} (i) a second of the pin receiving apertures located adjacent to the second recess edge;', '(ii) a second indicator in the second recess adjacent the second pin receiving aperture, the second indicator being visible from the second end to assist in aligning a pin placed in the second pin receiving aperture with a channel in a like block in the course below as a wall is being constructed., '(c) the second end including a second recess having a second recess edge;'}2. The building block of wherein the rear face is shorter in length than the front face.3. The building block of wherein the one or more channels include a plurality of channels adjacent the first recess edge and the second recess edge.4. The building block of wherein the plurality of channels includes a ...

Wall Element System and Method and Apparatus for Constructing Shoring Walls

A caisson or casing 107 for installing a sheet 102/103 into a ground or underwater location, the caisson 107 having a shaped wall 107.1 , which is open for a predetermined length and is adapted to receive and connect to an excavation means 3 within the confines of the caisson or casing 107 . In at least one embodiment, the system includes a drilling assembly 3 for insertion of a caisson or casing 1 , the drilling assembly 3 having one or more expanding drill bits 4 which are adapted to be driven by a drilling or rotation motive device 5 , the expanding drill bits 4 being adapted to be arranged with respect to the caisson or casing 1 in use, so as form a hole or bore which substantially conforms to, or substantially overlaps with, the shape of the caisson or casing 1.

Bridge System For Multi-Stage Walls

A bridge to construct a multi-stage wall is provided with a clip at each end. One of the clips is sized and shaped to fit snugly onto the wall of a standard concrete masonry unit (CMU), while the other is sized and shaped to fit onto a segmental wall system (SWS) unit. A retaining or stand-alone wall is constructed by laying a row of SWS units and a row of CMUs roughly parallel to each other, with bridges extending between them to fix the units. The hollow spaces in each unit and the space between the rows is filled with gravel, rock or other fill material as each course is laid. Additional courses of SWS units and CMUs are placed on top of the prior courses, with bridges added to each course. This process is repeated until the desired wall height is reached. Various sized and shaped clips and connector brackets are provided to allow spacing of the walls at different distances, with varying blocks. Multiple walls can be constructed in parallel and connected with bridges to provide sufficient retention mass for taller walls. 1. A bridge system for connecting a first block and a second block of a multi-stage wall , each block having at least one side wall , the connector system comprising:a) a bridge having a bridge body and two ends;b) a first clip contiguous to one end of the bridge body, the first clip being shaped to snugly fit onto the side wall of the first block; andc) a second clip contiguous to the other end of the bridge body, the second clip being shaped to snugly fit onto the side wall of the second block.2. The bridge system of claim 1 , wherein the bridge body further comprises a connector on at least one of its ends claim 1 , and wherein at least one of the clips is shaped to mount to the bridge body using the connector.3. The bridge system of claim 2 , further comprising a plurality of clips claim 2 , each shaped to fit over the side wall of differently shaped blocks claim 2 , and each shaped to mount to the bridge body using the connector.4. The ...

METHOD OF MAKING MOLDED CONCRETE BLOCKS HAVING SIMULATED BRICK OR STONE OUTER SURFACES

A method of forming simulated stone or brick column or a retaining wall is made up of rows of masonry blocks of generally trapezoidal configuration arranged in end-to-end relation to one another in each row, each block including a recessed portion being aligned with one another in each row and each block having textured wall surfaces simulating the appearance of brick or stone along one or more wall surfaces arranged in different configurations without the necessity of interlocking the blocks together. 1. (canceled)2. A masonry block , comprising:a top surface;a bottom surface having a first cavity extending upwardly from the bottom surface, the bottom surface including a front outer perimeter edge that is larger than a rear outer perimeter edge, the bottom surface surrounds the first cavity on two sides;a rear surface tapered downwardly from the top surface to the bottom surface, the rear surface including a second cavity; andat least one textured external wall surface simulating the appearance of stone or brick, the textured external wall surface oriented vertically when the top surface and the bottom surface are oriented horizontally.3. The masonry block of claim 2 , wherein the first cavity has angled walls that extend inwardly towards one another.4. The masonry block of claim 3 , wherein the angled walls form an inverted generally V-shaped configuration.5. The masonry block of claim 3 , wherein the angled walls are oriented at non-equal angles with respect to the bottom surface.6. The masonry block of claim 2 , wherein the second cavity has a maximum depth at a top end of the second cavity that is nearest to a top surface of the masonry block.7. The masonry block of claim 2 , wherein the textured external wall surface is a front surface.8. The masonry block of claim 2 , wherein the textured external wall surface is 16 inches wide.9. The masonry block of claim 2 , wherein end walls taper inwardly from the front surface to the rear surface claim 2 , such that a ...

RETAINING WALL BLOCK MOLD AND METHOD

Embodiments of a mold for making a retaining wall blocks are disclosed. The mold enables blocks to be made more quickly by enabling separation of each block from the mold housing when the block is cured sufficiently to enable separation. Once separated, the block can be permitted to fully cure away from the mold housing, while the mold housing is re-used to produce one or more other blocks. In one embodiment, among others, the mold has a movable bottom tray and a mold housing with at least one door. The mold housing has an opening designed to receive and introduce a fabrication material, such as concrete, into the cavity. Once a block is sufficiently cured, it is separated from the mold housing on the tray through the at least one door, and a new tray is inserted in the mold housing to make another block. 1. A mold for making a retaining wall block , comprising:a movable bottom tray; anda mold housing having a plurality of sides, an open bottom, and at least one door in one of the sides, the open bottom having the bottom tray situated therein to close the bottom of the mold housing, the at least one door shaped and of sufficient size to define an opening to enable the retaining wall block to be moved through when opened, the at least one door designed to close the one side of the housing when closed, the mold housing having an internal cavity therein that defines an outer shape of the retaining wall block, the mold housing having an opening designed to receive and introduce fabrication material into the cavity.2. The mold of claim 1 , wherein the bottom tray is generally planar and comprises a top side and a bottom side claim 1 , the top side of the tray having a textured surface to thereby impose a corresponding textured surface on the retaining wall block when the fabrication material is introduced into the cavity and permitted to cure.3. The mold of claim 1 , wherein the bottom tray is generally planar and comprises a top side and a bottom side claim 1 , the ...

CONTAINING ELEMENT, STRUCTURE OF REINFORCED GROUND, PROCESS OF MAKING SAID STRUCTURE OF REINFORCED GROUND

A containing element to be used in geotechnical applications, including: a facing body made of a cementitious material having an inner face configured for contacting the ground and an outer face opposite to the inner face with respect to the body itself, a monolithic reticular structure made of plastic material having a plurality of first and second elements intersecting each other at respective nodes in order to form meshes. The reticular structure includes a first portion integrated and stably embedded in the facing body and a second portion, integral with the first portion, emerging from the inner face of the facing body; the second portion of the reticular structure defines, cooperatively with the inner face of the containing body, a closed loop. 116-. (canceled)17. Containing element for geotechnical applications comprising:at least one facing body associable to the ground for defining a containment and support to the same, the facing body comprising at least one inner face configured for contacting the ground and one outer face opposite to the inner face with respect to the body itself,at least one reticular structure having a plurality of first elements spaced from each other and developing along prevalent development paths, the reticular structure having further a plurality of second elements also spaced from each other which extend along respective prevalent development paths along a direction transversal to first elements, first and second elements intersecting each other at respective nodes in order to form meshes,the reticular structure comprising at least one first portion integrated and stably embedded in the facing body and one second portion, integral with the first portion, emerging from the inner face of facing body,and wherein the second portion of reticular structure defines a plurality of slots each of them, in cooperation with the inner face of containing body, defines a closed outline loop.18. Element according to claim 17 , wherein each slot ...

BUILDING BLOCK, WALL CONSTRUCTIONS MADE FROM BUILDING BLOCKS, AND METHODS

A concrete building block includes indicators along each end to assist in aligning a pin placed in the block with a channel in a like block in a course below as a wall is being constructed. 1. A building block comprising: (i) the first and second bearing faces each including two pin receiving apertures extending through the body;', '(ii) the first bearing face being an upper face and having one or more channels to receive one end of pins extending through the pin receiving apertures of a like block stacked on the first bearing face;, '(a) a body having opposite front and rear faces, opposite first and second bearing faces extending between the front and rear faces, and opposite first and second ends extending between the front and rear faces;'} (i) a first of the pin receiving apertures located adjacent to the first recess edge;', '(ii) a first indicator in the first recess adjacent the first pin receiving aperture, the first indicator being visible from the first end to assist in aligning a pin placed in the first pin receiving aperture with a channel in a block in a course below; and, '(b) the first end including a first recess extending from the first bearing face to the second bearing face and having a first recess edge;'} (i) a second of the pin receiving apertures located adjacent to the second recess edge;', '(ii) a second indicator in the second recess adjacent the second pin receiving aperture, the second indicator being visible from the second end to assist in aligning a pin placed in the second pin receiving aperture with a channel in a block in the course below., '(c) the second end including a second recess extending from the first bearing face to the second bearing face and having a second recess edge;'}2. The building block of wherein the rear face is shorter in length than the front face.3. The building block of wherein the one or more channels include a plurality of channels adjacent the first recess edge and the second recess edge.4. The building ...

METHOD AND APPARATUS FOR DRY CAST FACING CONCRETE DEPOSITION

An apparatus and method for manufacturing masonry blocks using a face mix shuttle comprising an angled shovel for depositing a controllable amount of face mix onto a surface of a masonry block. 110-. (canceled)11. A method for manufacturing concrete blocks , the method comprising:placing a mold into a loading zone of a block press;accelerating a face mix shuttle comprising a retainer plate, a shovel, and a face mix supply in a direction generally towards the mold, wherein the acceleration causes the shovel to lift the face mix supply to prevent depositing the face mix supply during the acceleration in the direction generally towards the mold;decelerating the face mix shuttle wherein the face mix supply contacts the retainer plate; andreturning the face mix shuttle to an original position wherein during the return the face mix supply is deposited into the mold through an opening between the retainer plate and shovel of the face mix shuttle.12. The method of claim 11 , wherein the step of returning the face mix shuttle to an original position further comprises using the retainer plate to level a top surface of face mix supply deposited into the mold.13. The method of claim 11 , wherein the step of returning the face mix shuttle to an original position further comprises depositing a face mix onto a top surface of a base mix supply in the mold.14. The method of wherein accelerating the face mix shuttle comprises actuating a piston coupled to the face mix shuttle to move at a first speed.15. The method of wherein returning the face mix shuttle to the original position comprises actuating a piston coupled to the face mix shuttle to move at a first speed.16. The method of wherein accelerating the face mix shuttle comprises actuating a piston coupled to the face mix shuttle to move at a first speed claim 11 , and wherein returning the face mix shuttle to the original position comprises actuating the piston coupled to the face mix shuttle to move at a second speed.17. The ...

Assembled recyclable rectangular working well with preset detachable door opening and construction method thereof

A method for constructing an assembled recyclable rectangular working well with preset detachable door openings comprises steps of: (I) designing according to functional requirements for a rectangular working well; (II) constructing by supporting piles; (III) installing prefabricated top beam; (IV) edge protection construction; (V) alternate construction of earthwork excavation, retaining slabs and internal support breast beams; (VI) installing the ladder entering the rectangular working well; (VII) rectangular working well back cover; (VIII) demolition of the detachable subsection support piles in the door part and completing the construction of the assembled recyclable rectangular working well in the preset detachable door hole; (IX) after the operation in the well is completed, during the backfilling process of the rectangular working well, gradually recovering the working well components such as the retaining slab, the internal support girder, the prefabricated crown beam and the supporting piles.

RETAINING WALL

Disclosed is an economical and effective way of producing a modular retaining wall for a material to be retained, 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 separate connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall is filled with loose filler material to increase the mass and retaining capacity of the wall. None of the wall components is embedded in the material to be retained. 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. 2. The modular retaining wall of claim 1 , wherein the concrete facing blocks have a first width claim 1 , the concrete backer blocks have a second width claim 1 , and the connectors have a length exceeding the sum of the first and second width.3. The modular retaining wall of claim 2 , wherein the connectors connect to retaining structures which 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 recesses are oriented to extend vertical or horizontal in an installed condition of the blocks.5. The modular retaining wall of claim 3 , 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 3 , wherein the retaining structures are retaining recesses ...

A WHARF CONSTITUTED BY ARCHED WALLS AND PLANE TIES.

The invention relates to a retaining work () in ground (S), the work having a vertical front portion and separating a first portion of ground (S) from a second portion of ground. 116-. (canceled)17. A retaining work in ground , the work having a front portion that extends substantially vertically while separating a first portion of ground from a second portion of ground , wherein:the front portion is in the form of a juxtaposition of arched walls extending in a longitudinal direction that is vertical; whereineach arched wall presents a concave side facing the first portion of ground and a convex side facing the second portion of ground; and whereinthe retaining work further includes a rear portion connected to the front portion and comprising a plurality of wall elements having their largest faces extending vertically in the second portion of ground, each wall element being arranged between two adjacent arched walls and extending transversely relative to the front portion.18. The retaining work according to claim 17 , wherein the front portion has two vertical end edges claim 17 , and wherein the rear portion also has two other wall elements extending transversely relative to the front portion and arranged on either side of said plurality of wall elements claim 17 , extending from the vertical end edges of the front portion.19. The retaining work according to claim 17 , wherein the wall elements are plane.20. The retaining work according to claim 17 , wherein the wall elements are parallel to one another.21. The retaining work according to claim 17 , wherein the wall elements present a greatest height that is strictly less than the height of the front portion.22. The retaining work according to claim 21 , wherein the height of the front portion is substantially equal to twice the greatest height of the wall elements.23. The retaining work according to claim 21 , wherein at least one of the wall elements claim 21 , when considered lengthwise connected to the front ...

Thin stabilized segmental wall blocks, soil reinforcing system, and methods

A segmental wall block, soil reinforcing system, and method related thereto, wherein the wall block may be used for constructing retaining walls. In one embodiment, the segmental wall block may include: a front face; a rear face; a slot disposed along the rear face; a troughed top face; a bottom face; a first and second open core extending from the top face to the bottom face; a first side having a tongue; and an opposing second side having a groove, wherein the tongue is shaped to interlock with the groove. A soil system may include: a wall block component including a first configuration of interlocked segmented wall blocks as described, and a stabilizing component. A method of reinforcing soil may include the steps of: installing a leveling pad of concrete or gravel; and providing a soil stabilizing system.

Method For Constructing A Multi-Stage Block Wall

A bridge to construct a multi-stage wall is provided with a clip at each end. One of the clips is sized and shaped to fit snugly onto the wall of a standard concrete masonry unit (CMU), while the other is sized and shaped to fit onto a segmental wall system (SWS) unit. A retaining or stand-alone wall is constructed by laying a row of SWS units and a row of CMUs roughly parallel to each other, with bridges extending between them to fix the units. The hollow spaces in each unit and the space between the rows is filled with gravel, rock or other fill material as each course is laid. Additional courses of SWS units and CMUs are placed on top of the prior courses, with bridges added to each course. This process is repeated until the desired wall height is reached. Various sized and shaped clips and connector brackets are provided to allow spacing of the walls at different distances, with varying blocks. Multiple walls can be constructed in parallel and connected with bridges to provide sufficient retention mass for taller walls. 1. A method for building a multistage wall comprising: i. a plurality of first blocks, each of the first blocks having first and second spaced apart side walls defining a hollow core therebetween and at least one groove is formed in a top surface of the first side wall of the first blocks;', 'ii. a plurality of second blocks, each of the second blocks having first and second spaced apart side walls defining a hollow core therebetween, the first blocks being taller than the second blocks; and', 'iii. a plurality of bridges to connect between first and second blocks, wherein each bridge has a bridge body and two ends, a first clip contiguous to one end of the bridge, the first clip being shaped to snugly fit onto the first side wall of one of the first blocks in the groove formed therein, a second clip contiguous to the other end of the bridge, the second clip being shaped to snugly fit onto the first side wall of the second block, wherein the ...

PRECAST TRAFFIC BARRIER ATOP RETAINING WALL SYSTEM

Disclosed herein is an embodiment of a roadside barrier to sit on top of a retaining wall to provide impact resistance to vehicular traffic. The precast concrete traffic barrier unit is designed to have a counterweight from soil backfill on the horizontal stem portion of the precast unit that acts to resist overturning pressures from vehicle impact on the precast traffic barrier portion which extends above the roadway surface. The horizontal stem is an exemplary designed triangular in shape to capture more of the backfill soil than typically what soil backfill rest directly above the horizontal stem or counterweight portion. Therefore, the triangular horizontal stem with its arching effect between adjacent units will allow more of the soil backfill to resist impact loading and reduce the amount of concrete needed to provide adequate vehicle restraint protection. An alignment seat locks the traffic barrier unit to the retaining wall below. 1. A precast traffic barrier configured for assembly on a top portion of an underlying concrete earth retaining wall comprising a horizontal cantilever triangular stem , the horizontal cantilever triangular stem comprising:a horizontal stem extending outwardly from a rear surface of a front portion;a diagonal portion connecting the rear surface of the front portion to the horizontal stem; andan alignment seat extending along at least a portion of the horizontal stem.2. The precast traffic barrier of claim 1 , wherein the horizontal stem comprises at least:a left protrusion extending outwardly from a bottom left side of a vertical center portion of the horizontal stem; anda right protrusion extending outwardly from a bottom right side of the vertical center portion of the horizontal stem.3. The precast traffic barrier of claim 2 , wherein the alignment seat engages at least:the top portion of the underlying earth retaining wall;the rear surface of the front portion;a bottom surface of the left protrusion; anda bottom surface of the ...

BLOCKS, BLOCK SYSTEMS AND METHODS OF MAKING BLOCKS

A block, block system and method of making a wall block. Multiple block embodiments with multiple embodiments of a visually exposed surface having three dimensional shaped areas and three dimensional angular valleys or joints that can be used to construct a patio, wall, fence or the like; the multiple embodiments creating a more random and natural appearance. 1. A wall block comprising:a block body having opposed front and rear faces, opposed and substantially parallel top and bottom surfaces, and opposed first and second side walls, the first side wall having a vertically planar first portion adjacent the top surface and a vertically planar second portion adjacent the bottom surface, the first and second portion of the first side wall extending from the front face to the rear face, the first portion of the first side wall converging toward the second side wall from the front face toward the rear face along the top surface of the block and the second portion of the first side wall being substantially parallel to the second side wall along the bottom surface of the wall block,wherein the top surface has a substantially trapezoidal shape with boundaries formed by the opposed front and rear faces and the second side wall opposed to the converging first portion of the first side wall and the bottom surface has a substantially rectangular shape with boundaries formed by the front and rear faces and the second side wall opposed and substantially parallel to the second portion of the first side wall and wherein the trapezoidal shaped top surface has a total surface area that is less than the total surface area of the rectangular shaped bottom surface.2. The wall block of claim 1 , wherein the second portion of the first side wall has an upper horizontally planar surface extending outward from the first portion of the first side wall.3. The wall block of claim 2 , wherein the first side wall has a break-away groove that extends into the block body below the vertically ...