WO2006092019A1 - Wall assembly - Google Patents
Wall assembly Download PDFInfo
- Publication number
- WO2006092019A1 WO2006092019A1 PCT/AU2006/000273 AU2006000273W WO2006092019A1 WO 2006092019 A1 WO2006092019 A1 WO 2006092019A1 AU 2006000273 W AU2006000273 W AU 2006000273W WO 2006092019 A1 WO2006092019 A1 WO 2006092019A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- block
- anchor member
- blocks
- row
- wall assembly
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
- E04C1/395—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for claustra, fences, planting walls, e.g. sound-absorbing
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
- E04B2002/0247—Strips or bars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/0263—Building elements for making angled walls
Definitions
- the present invention relates to a wall assembly comprising a plurality of individually arranged blocks.
- the present invention relates to a wall assembly for use as a retaining wall comprising a plurality of vertically or substantially vertically stacked rows of blocks, and an anchor member for retaining the blocks in each of the vertically stacked rows in position.
- Retaining walls and the like are common structures used in the building and construction industry to hold back or support soil, particularly when the natural ground level has been altered.
- the natural ground level can be altered in two specific manners. Firstly, when a structure has been "cut into” the natural ground level such that the structure, or a portion thereof, is below the natural ground level. In this particular case, a retaining wall structure is installed to prevent soil on the high side from collapsing into the low side. Secondly, when the natural ground level has been built up by providing additional "fill” to the ground level to create an elevated platform. In this instance, a retaining wall structure is employed to prevent the additional "fill” from moving down to the natural ground level. This latter case is typical where a structure has been built on a sloping site and the retaining wall prevents any built up material from moving further down the sloped incline.
- retaining walls Whilst retaining walls have a functional purpose as described above, they are also often employed in situations where they perform a visual function, particularly in landscaping applications where they are often chosen to complement other landscape elements, such as plants, paving and the like.
- the materials used and the shape of the wall can vary significantly depending upon the functional and aesthetic requirements of the wall. For instance, traditional retaining walls are often built out of native stone, timber, or concrete bricks/blocks which are chosen to provide the desired visual effect in the landscape.
- a wet retaining wall is one that is constructed with mortar to bond the elements of the wall together. These walls are generally used in more permanent applications where the strength of the wall is paramount and the soil is stable and unlikely to move considerably over time.
- a dry retaining wall, or segmental retaining wall is one that is constructed without mortar and depends upon the weight and friction of one unit/segment upon another for its stability. Such walls are typically easier to build and allow greater variation in shape and application and provide a degree of flexibility to accommodate minor earth movements, which may be caused by temperature variations, such as freeze/thaw cycles, without causing damage to the wall. As such, dry or segmental retaining walls are typically more popular than wet retaining walls for most simple applications, such as home or garden applications.
- the present invention is a wall assembly comprising: a plurality of blocks arranged in at least two vertically stacked rows; and at least one anchor member, said anchor member configurable to link at least two adjacent blocks of a row with at least one block of an adjacent vertically stacked row such that the blocks are interlocked in their relative positions.
- the rows of blocks may be vertically stacked in a variety of manners.
- the rows may be stacked such that wall assembly has a substantially sheer external face.
- the rows may be stacked such that an upper row of blocks is offset from the lower row of blocks, thereby providing a stepped external face to the wall assembly.
- the amount of offset between rows of blocks may vary between rows and/or between, wall assemblies.
- each of the plurality of blocks has a first surface and at least a second surface.
- the first surface may be a surface of the block configured to at least partially support thereabove a block of a vertically stacked row of blocks, whilst the second surface may be a surface of the block configured to be at least partially supported therebelow on a block of a vertically stacked row of blocks.
- a recess may be provided in the first surface for at least partially receiving the anchor member.
- the recess may be a channel formed in the first surface. The channel may extend across at least a portion, of the first surface in a direction substantially parallel to an external surface of the block.
- the anchor member may be configured to be at least partially received in the channel formed in the first surface of the at least two adjacent blocks to link the at least two adjacent blocks.
- the anchor member comprises a projecting element that is configured to extend beyond the first surfaces of the at least two adjacent blocks when the anchor member is received in the channels formed therein.
- the projecting element may be at least partially received by the second surface of the at least one block of the vertically stacked row of blocks.
- the projecting element may be received within a recess provided in the second surface of the at least one block of the vertically stacked row of blocks.
- the recess may be a channel that extends across at least a portion, of the second surface of the block in a direction substantially parallel to an external surface of the block.
- first and second surfaces of each block are the upper and lower surfaces of the blocks respectively, when, the blocks are arranged in said rows.
- the blocks are bricks or concrete building blocks.
- Each block may be shaped to conform to a neighbouring block such that the blocks can be readily assembled together without the need for cutting or further reshaping.
- each block has a hollow central portion for receiving structural reinforcement upon assembly.
- the hollow central portion of each block may be filled with soil, stone or other suitable matter to enhance the stability of the wall.
- each anchor member has an elongate body configured to be received in the channel formed in the first surface of at least two neighbouring blocks.
- the elongate body a base portion shaped to conform to the channel provided in the first surfaces of the blocks.
- the base portion may be substantially rectangular such that it is securely received within the channels.
- the base portion may be fully received within the channels.
- the base portion may be provided with a plurality of fins which project therefrom. In this regard, the fins may act against the walls of the channels to secure the base portion within the channels thereby preventing the anchor member from being inadvertently dislodged from the channels during assembly of the wall.
- the projecting element of the anchor member may extend from the base portion along an edge thereof.
- the projecting element may be configured to project beyond the first surface of the blocks when the base portion is received in the channels provided therein.
- the projecting element is shaped to be received in the channel formed in the second surface of a block of a vertically stacked row of blocks, to retain the block in position with respect to the lower row of blocks.
- the projecting element retains one upper block in position with respect to two neighbouring lower blocks.
- the projecting element comprises at least two elongate substantially rectangular projecting members.
- Each of the projecting members may have a cross-sectional width which is less than the cross-sectional width of the base portion of the anchor member.
- the cross-sectional width of the projecting members is substantially half the cross-sectional width of the base portion of the anchor member.
- the anchor member is constructed from a flexible material, such as polyethylene.
- a segment of the anchor member may be constructed in a manner that facilitates bending of the anchor member about its longitudinal axis.
- the segment of the anchor member that facilitates bending may be located in the base portion of the anchor member.
- the segment of the anchor member that facilitates bending may be located in a region of the base portion located between the projecting members.
- the segment of the base portion that facilitates bending comprises walls which are thinner than the walls of the remainder of the base portion.
- the segment may also comprise a plurality of tubular regions extending through the base portion of the anchor member, in a direction orthogonal to the length of the anchor member.
- the segment of the base portion comprises four tubular regions with each region having a substantially triangular cross-section.
- at least one of the walls of the tubular regions may be frangible, thereby further facilitating bending of the anchor member in this region.
- this aspect of the present invention provides a wall assembly consisting of a plurality of vertically stacked rows of blocks, wherein individual blocks are connected, not just with their neighbouring block within a row, but also with their neighbouring block in a vertically displaced row, thereby enabling load sharing between all blocks in the structure.
- the present invention is a wall assembly comprising: a plurality of blocks adapted to be arranged in a plurality of vertically stacked tows, each said block having a first surface and a second surface and each of said first and second surfaces having a channel formed therein that extends across at least a portion of said surface; and at least one anchor member adapted to be at least partially received in the channels formed in the first surface of at least two adjacent blocks in a row and having a projecting element that extends beyond the first surfaces of the at least two adjacent blocks, said projecting element being configured to be at least partially received within the channel formed in the second surface of at least one block of a vertically displaced row of blocks, thereby retaining the at least one block in position with respect to the at least two adjacent blocks.
- the rows of blocks roay be vertically stacked in a variety of manners.
- the rows may be stacked such that wall assembly has a substantially sheer external face,
- the rows may be stacked such that an upper row of blocks is offset from the lower row of blocks, thereby providing a stepped external face to the wall assembly.
- the amount of offset between rows of blocks may vary between rows and/or between wall assemblies.
- the invention is an anchor member for linking a plurality of blocks of a wall assembly consisting of at least two vertically stacked row of blocks, the anchor member comprising; an elongate body configured to extend between at least two adjacent blocks of a first row, said elongate body having a projecting element extendable therefrom and configured to be received by at least one block of a second row, thereby linking said blocks of the first and second rows.
- the rows of blocks may be vertically stacked in a variety of manners. In one form, the rows may be stacked such that wall assembly has a substantially sheer external face. In another form the rows may be stacked such that an upper row of blocks is offset from the lower row of blocks, thereby providing a stepped external face to the wall assembly. The amount of offset between rows of blocks may vary between rows and/or between wall assemblies.
- the elongate body comprises a base portion that is at least partially received within a recess formed in a surface of the at least two adjacent blocks of the first row.
- the recess may be a channel and the base portion may be shaped to substantially conform to the shape of the channel.
- the base portion may be secured within the channels formed in the surfaces of the blocks, thereby providing connection between the at least two adjacent blocks of the first row.
- the base portion may include fin elements which extend from one or more walls thereof.
- the fin elements may act against inner walls of the channel to further secure the base portion in position within the channels of the at least two adjacent blocks of the first row.
- the projecting element may comprise a lip that extends from the base portion.
- the lip may be formed integral with the base portion.
- the lip may be formed separately, from the base portion.
- the lip may be configured to extend from the base portion along an edge thereof.
- the lip may be configured to extend beyond the surface of the at least two adjacent blocks of the first row when base portion is positioned within the channels formed therein.
- the lip may be received within a recess formed in a surface of the at least one block of the second row to retain the at least one block of the second row in position with respect to the at least two adjacent blocks of the first row.
- the recess may be a channel formed in a surface of the at least one block of the second row.
- the lip may be shaped to extend into the channel formed in the at least one block of the second row. In this regard, the lip may be shaped such that an edge thereof may contact an inner surface of the channel thereby retaining the at least one block of the second row in position.
- the lip comprises at least two elongate substantially rectangular projecting members.
- Each of the projecting members may have a cross- sectional width which is less than the cross-sectional width of the base portion of the anchor member.
- the cross-sectional width of the projecting members is substantially half the cross-sectional width of the base portion of the anchor member.
- the base portion may further include a flexible region which facilitates bending of the base portion along its longitudinal axis.
- the walls of the base portion at the flexible region may be thinner than the walls of the base portion along the remainder of its length.
- the walls of the flexible region of the base portion may also be frangible.
- the flexible region of the base portion may further comprise a plurality of removed portions formed therein. In this regard, the flexibility of the flexible region of the base portion may be further increased by breaking one or more of the frangible walls of the flexible region.
- the flexible region of the base portion will provide load sharing between the at least two adjacent blocks of the first row, thereby providing enhanced stability to the wall assembly employing the connector elements.
- the connector element may be made from a flexible material, such as polyethylene, to further enhance the flexibility and hence the stability of the wall assembly.
- the invention is a block for constructing walls, comprising; a first surface spaced apart from a substantially parallel second surface, thereby defining a block height; a first face; a second face; opposed sides extending between respective ends of the first and second faces; at least one first recess formed in the first surface and extending to the opposed sides; and at least one second recess formed in the second surface.
- the at least one first recess is an elongate channel formed in the first surface extending from the opposed sides such that the elongate channel is open at the opposed sides.
- the elongate channel may be formed substantially parallel to the first face.
- the at least one second recess may be an elongate channel formed in the second surface extending from the opposed sides such that the elongate channel is open at the opposed sides.
- the elongate channel formed in the first surface may be laterally offset from the channel formed in the second surface.
- the elongate channels formed in the first and second surfaces may be configured to receive the anchor member of the third aspect of the invention to facilitate linking of blocks in the wall as previously described.
- the rows of blocks may be vertically stacked in a variety of manners.
- the rows may be stacked such that wall assembly has a substantially sheer external face.
- the rows may be stacked such that an upper row of blocks is offset from the lower row of blocks, thereby providing a stepped external face to the wall assembly.
- the amount of offset between rows of blocks may vary between rows and/or between wall assemblies.
- Fig. 1A is a perspective view of a partially assembled retaining wall having a vertically face in accordance with an embodiment of the present invention
- Fig. 1B is a side view of the partially assembled retaining wall of Fig. 1A;
- Figs. 2 A to 2C are perspective, top and side views respectively of an embodiment of a block used to construct the retaining wall of Fig. 1A;
- Fig. 3 is a perspective view of an embodiment of an anchor member used in association with the retaining wall of Fig. 1A;
- Figs. 4A to 4C are front side and bottom views of the anchor member of Fig. 3;
- Fig. 5 A is a perspective view of a partially assembled retaining wall with a 6° setback in accordance with yet another embodiment of the present invention;
- Fig, 5B is a side view of the partially assembled, retaining wall of Fig. 5A, showing the 6° setback;
- Fig. 6A is a perspective view of a partially assembled retaining wall having a convex configuration in accordance with yet another embodiment of the present invention.
- Fig. 6B is a side view of the partially assembled retaining wall of Fig. 6A, showing a substantially vertical face of the wall;
- Fig. 6C is a perspective view of an embodiment of a block used to assemble the convex retaining wall of Fig. 6A;
- Fig. 7A is a perspective view of a partially assembled retaining wall having a concave configuration in accordance with yet another embodiment
- Fig, 7B is a side view of the partially assembled retaining wall of Fig. 7A showing a substantially vertical face of the wall;
- Fig. 8A is a perspective view of a partially assembled retaining wall in accordance with yet another embodiment of the present invention.
- Fig. 8B is a side view of the retaining wall of Fig. 8A showing the degree of setback between the horizontal layers of the wall;
- Fig. 9A is a perspective view of a block used to assemble the wall of Fig. 8A.
- Fig. 9B is a side view of the block of Fig. 9 A. Preferred Mode for Carrying out the Invention
- FIG. 1A one embodiment of a retaining wall system 10 is shown in partial construction.
- the wall system comprises a plurality of individual units or blocks 12 arranged in a series of rows, with each row being vertically stacked such, that the external face 15 of each block 12 forms a substantially vertical face of the wall system 10, as is shown in Fig. 1B.
- the rows of blocks may be vertically stacked in a variety of manners.
- the rows may be stacked such that wall assembly has a substantially sheer external face.
- the rows may be stacked such that an upper row of blocks is offset from the lower row of blocks, thereby providing a stepped external face to the wall assembly.
- the amount of offset between rows of blocks may vary between rows and/or between wall assemblies.
- An anchor member 14 is provided between adjacent blocks 12 in each row, and is positioned such that it extends across the vertical join formed between the adjacent blocks 12.
- the anchor member 14 will be described in more detail below, however as is shown in Fig. 1B, the anchor member acts to aid in positioning the blocks 12 of each row with respect to each other and with respect to the upper row of blocks.
- each block 12 of the wall system 10 is configured in the manner as is shown in Figs 2A to 2C.
- each block 12 has a trapezoidal shaped main body 17 having a vertically extending front portion 2, a vertically extending rear portion 4 and a pair of vertically extending sides 6 which extend from the front portion 2 to the rear portion 4.
- An external face 15 is provided on the front portion 2 of the main, body 17 such that when the blocks are assembled in the manner shown in Fig. 1A, the external face 15 of each block forms the external surface of the wall system 10.
- the external face 15 may be made from the same material as me main body 17, such as concrete or the like, which may be polished or otherwise treated to form the desired external surface texture.
- the external face 15 may be in the form of a separate panel made from a material, such as ceramic, marble or the like, which is adhered, or otherwise applied, to the front portion 15 of each block to create the desired wall surface.
- the main body 17 is substantially hollow and contains an internal space 20.
- the internal space 20 is enclosed by the front portion 2, rear portion 4 and the sides 6 and provides a space into which crushed rock and the like may be received to provide additional stabilising effect to the blocks 12 when positioned.
- the rear portion 4 of the main body 17 is substantially parallel with the front portion 2 and has a pair of nibs 19 extending therefrom.
- the width of the rear portion 4 of the block 12, including the nibs 19, is substantially the same as the width of the front portion 2 of the main body which contains the external face 15. This ensures that both the front and rear portions of neighbouring blocks 12 fit together neatly and simply in straight rows as shown in Fig. 1A, to create the retaining wall system 10, without the need for complicated alignment and masonry cutting tools.
- each block 12 has a lower surface 3 and an upper surface 5.
- a pair of grooves 16 and 18 are formed in the upper 5 and lower 3 surfaces respectively.
- the grooves 16, 18 extend substantially between the sides 6 of the blocks 12, and in the embodiment as shown, are offset from one another, such that groove 18 is closer the external face 15, than groove 16.
- the grooves 16, 18 align with grooves 16, 18 provided in the neighbouring block 12, to form common grooves in the upper and lower surfaces of the row of blocks. The purpose of the grooves will become more apparent when discussed in relation to the anchor member 14 below.
- the anchor member 14 is shown in more detail in Fig. 3 and Figs. 4A to 4C.
- the anchor member 14 is in the form of a flexible, elongate wedge member having a substantially L-shaped cross section which defines a substantially rectangular base portion 22 and two substantially rectangular upwardly projecting portions or lips 24. Whilst the figures show two upwardly projecting portions or lips 24, it will be envisaged that me a single continuous upwardly projecting portion 24 could also be employed.
- the anchor member 14 has a length (L) of about 180mm, a height (H) of about 27 mm, and a maximum width (W) of about 30mm. It will be appreciated however that the dimensions of the anchor member 14 may vary depending upon the size of the blocks and the particular wall system being constructed. In order to allow the anchor member 14 to flex under load, it is preferably made from a flexible polymer material, such as polyethylene, however other suitable materials are also envisaged.
- the base portion 22 of the anchor member 14 is shaped to conform with the groove 16 provided in the upper surface 5 of the blocks 12 such that it is securely retained therein, as shown in Figs. 1A and 1B.
- the height and width of the base portion 22 substantially matches the depth and width of the groove 16 provided in the upper surface 5 of the blocks 12.
- the shape of the base portion 22 and the groove 16 have been shown as substantially rectangular, various other shapes may also be employed.
- a plurality of fins 23 are provided upon the side walls thereof.
- the fins 23 are made from the same flexible material as the anchor member 14 and extend outwardly from the side walls of the base portion 22 and taper towards the underside of the anchor member 14, providing a maximum width at the top of the base portion 22. In this regard, the fins 23 act against the inner walls of the groove 16 to ensure that the anchor member is firmly located within the groove 16 of the blocks 12.
- the two upwardly projecting portions or lips 24 are formed along one edge of the base portion 22, and extend above the base portion 22 such that when the anchor member 14 is positioned within the groove 16 the projections or lips 24 extend beyond the upper surface 5 of the blocks 12.
- the width of the upwardly projecting portions 24 is substantially less than the width of the base portion 22 and tapers slightly towards its apex.
- the upwardly projecting portions 24 are configured in this manner so that they can be received within the grooves 18 formed in the lower surface 3 of the upper row of blocks 12, as shown in Fig. 1B.
- the upwardly projecting portions 24 have an inwardly facing side wall 25 and an outwardly facing sidcwall 26, which are both configured to act against an inner wall of the grooves 18, depending upon the orientation of the anchor member 14.
- the blocks 12 experience a lateral force due to the weight of the soil or the like being retained by the wall, and hence the upwardly projecting portions/lips 24 act as "hooks" which capture the vertically disposed blocks 12 and retain them in position with respect to the lower row of blocks.
- the structure of the wall can be altered from a vertical face wall, to a wall having an angular setback.
- the wall will have a substantially vertical face. This is because the inwardly facing side walls 25 of the upwardly projecting portions 24 capture the rear inner wall of the groove 18 provided in the blocks 12 of the vertically disposed row of blocks.
- a flex portion 27 is provided in the central region of the anchor member 14 which separates the two upwardly projecting portions 24.
- the side walls 29 of the base portion 22 are not provided with fins 23 and as such are relatively thin in comparison to the rest of the anchor member 14.
- the flex portion 27 comprises four hollow triangular segments 28.
- the segments 28 provide increased flexibility to the anchor member 14 in this region, allowing the anchor member to bend about the flex portion 27.
- one or more of the side walls 29 can be cut, such that the anchor member 14 can bend more freely about the junction 30 of the segments 28.
- the anchor member 14 is positioned such that it extends between two adjacent blocks 12 of a common row of blocks.
- the flex portion 27, which is located in the centre of the anchor member 14, is typically positioned between the adjacent blocks 12 and allows a small degree of movement between adjacent blocks during and following assembly of the wall system 10, to aid in transferring loads between blocks 12 and improving the structural integrity of tbe wall system 10.
- the flex portion 27 of the anchor member 14 makes it possible to form convex or concave wall systems 10, or to fotm wall systems 10 having convex or concave portions, as is shown in Figs. 6A and 7A.
- the flex portion 27 extends between adjacent blocks 12 in a row, the blocks can be arranged in an angular relationship to each other, whilst still being connected via the single anchor member 14.
- the manner in which the anchor member 14 functions in a convex or concave portion of a wall system is substantially the same as that described above for walls that extend in straight lines.
- the grooves 18 can accommodate the upwardly projecting portions 24 in the event that the portions 24 are angled with respect to each other, as is the case in convex or concave wall sections. Therefore, the structural integrity of the wall is the same regardless of the shape of the wall.
- the blocks are constructed such that the nibs 19 provided on the rear portion of the main body 17 can be readily removed. Following removal of the nibs 19, the blocks can be easily assembled into the required position to form the desired convex wall shape.
- FIGs. 8A - 9B there is shown an alternative embodiment of a wall system 10 in accordance with the present invention.
- the anchor member 14 of the type as discussed above is employed.
- only channel 16a is formed in the upper surface 5, as shown in Fig. 9B.
- the channel 16a is formed proximal the rear portion 4 of the block 12, such that the anchor member 14 extends between adjacent blocks 12 in a row along the rear portions thereof,
- the upwardly projection portion 24 of the anchor member 14 is received within the internal space 20 of the upper block 12, as shown in Fig. 8B, to secure the vertically adjacent blocks 12 in position.
- a rearward inclination of the wall system 10 is possible having a slant of 6°, due to the channel 16a and the rear wall of the internal space 20 of the block being laterally offset from one another.
- the slant or degree of setback of the wall can be changed by altering the position of the channels 16, 16a and 18 with respect to the block 12. This provides a wall system 10 that can be readily adapted to cater for a variety of consumer needs.
- each anchor member 14 provides not only a connection between horizontally adjacent blocks 12 in a row, but also providing a connection between vertically adjacent blocks 12.
- a single anchor member 14 connects three or more blocks 12 in the wall structure, substantially increasing load sharing ability between the blocks 12, such that any load applied against the wall will be shared through the blocks 12, and not necessarily concentrated upon a single block 12 or region of the blocks 12.
- the wall structure can also cope with a degree of movement between the blocks 12 without compromising the structural integrity of the wall.
- reinforcing components may also be used in conjunction with the above described components as way the inclusion of other raw materials which may enhance the walls function and visual acuity
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Retaining Walls (AREA)
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
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AU2006220240A AU2006220240A1 (en) | 2005-03-04 | 2006-03-06 | Wall assembly |
US11/817,769 US20080244995A1 (en) | 2005-03-04 | 2006-03-06 | Wall Assembly |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2005901047A AU2005901047A0 (en) | 2005-03-04 | Wall assembly | |
AU2005901047 | 2005-03-04 |
Publications (1)
Publication Number | Publication Date |
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WO2006092019A1 true WO2006092019A1 (en) | 2006-09-08 |
Family
ID=36940787
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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PCT/AU2006/000273 WO2006092019A1 (en) | 2005-03-04 | 2006-03-06 | Wall assembly |
Country Status (2)
Country | Link |
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US (1) | US20080244995A1 (en) |
WO (1) | WO2006092019A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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US7290377B2 (en) | 2005-09-06 | 2007-11-06 | Rocvale Produits De Beton Inc. | Block connector |
WO2010085925A3 (en) * | 2009-01-30 | 2010-09-23 | Kamen Kwr Kovar S.R.O. | Modular system based on lightweight fitting elements used for landscaping or garden architectureia |
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US8888481B2 (en) | 2011-01-10 | 2014-11-18 | Stable Concrete Structures, Inc. | Machine for 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 said machine |
US9644334B2 (en) | 2013-08-19 | 2017-05-09 | Stable Concrete Structures, Inc. | Methods of and systems for controlling water flow, breaking water waves and reducing surface erosion along rivers, streams, waterways and coastal regions |
US10202756B2 (en) | 2013-12-07 | 2019-02-12 | Dean Holding Company | Bridge systems for multi-stage walls |
CN113006130B (en) * | 2016-02-08 | 2023-08-18 | 坦萨国际公司 | Segmented wall block, soil enhancement system and method |
US11180898B2 (en) * | 2019-05-10 | 2021-11-23 | Ness Inventions, Inc. | Block with curved engagement surfaces for maintaining even setback |
US11505910B2 (en) | 2020-09-29 | 2022-11-22 | Kcj Block, Llc | Segmental retaining wall unit |
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WO1995033893A1 (en) * | 1994-06-06 | 1995-12-14 | The Tensar Corporation | Modular block retaining wall system and method of constructing same |
US5511910A (en) * | 1993-10-29 | 1996-04-30 | Scales; John | Connector and method for engaging soil-reinforcing grid and earth retaining wall |
GB2313867A (en) * | 1996-05-21 | 1997-12-10 | Netlon Ltd | Retaining wall for reinforced infill material |
GB2331317A (en) * | 1997-11-14 | 1999-05-19 | Forticrete Ltd | Retaining wall system |
AU5198201A (en) * | 2000-06-19 | 2001-12-20 | Boral Masonry Limited | Retaining wall block |
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US6138426A (en) * | 1997-11-22 | 2000-10-31 | Mork; Robert James | Mortarless wall |
US6758636B2 (en) * | 1998-03-27 | 2004-07-06 | Anchor Wall Systems, Inc. | Segmental retaining wall system |
US7461490B2 (en) * | 2003-01-23 | 2008-12-09 | Omar Toledo | Construction block system |
-
2006
- 2006-03-06 WO PCT/AU2006/000273 patent/WO2006092019A1/en not_active Application Discontinuation
- 2006-03-06 US US11/817,769 patent/US20080244995A1/en not_active Abandoned
Patent Citations (6)
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US5511910A (en) * | 1993-10-29 | 1996-04-30 | Scales; John | Connector and method for engaging soil-reinforcing grid and earth retaining wall |
CA2114677A1 (en) * | 1994-02-01 | 1995-08-02 | Horacio Correia | Block for Constructing Retaining Wall |
WO1995033893A1 (en) * | 1994-06-06 | 1995-12-14 | The Tensar Corporation | Modular block retaining wall system and method of constructing same |
GB2313867A (en) * | 1996-05-21 | 1997-12-10 | Netlon Ltd | Retaining wall for reinforced infill material |
GB2331317A (en) * | 1997-11-14 | 1999-05-19 | Forticrete Ltd | Retaining wall system |
AU5198201A (en) * | 2000-06-19 | 2001-12-20 | Boral Masonry Limited | Retaining wall block |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7290377B2 (en) | 2005-09-06 | 2007-11-06 | Rocvale Produits De Beton Inc. | Block connector |
WO2010085925A3 (en) * | 2009-01-30 | 2010-09-23 | Kamen Kwr Kovar S.R.O. | Modular system based on lightweight fitting elements used for landscaping or garden architectureia |
Also Published As
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US20080244995A1 (en) | 2008-10-09 |
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