The present application claims priority from Australian Provision Patent 2005901047 filed on 4 Mar. 2005, the content of which is incorporated herein by reference.
The present invention relates to a wall assembly comprising a plurality of individually arranged blocks. In particular, 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.
Typically, 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.
Whilst retaining walls have a functional purpose as described above, they are also often employed in situations where they form a visual function, particularly in landscaping applications where they are often chosen to complement other landscape elements, such as plants, paving and the like. In this regard, 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.
Retaining walls made out of stone or concrete bricks/blocks generally fall under two types: wet or dry retaining walls. 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.
A variety of systems have been proposed for securing units together in a stable manner for a segmental retaining wall. Such systems typically employ pins or the like which are received in slots formed between the vertically arranged units to retain the units in position. Unfortunately, such systems typically do not allow for any transfer of loads between neighbouring units in the rows of the wall and are typically only applicable for retaining walls that extend along a straight line, and not walls which have convex and/or concave portions. In many instances, existing wall structures having concave or convex portions lose their structural integrity as neighbouring units in a row lose contact with each other requiring additional reinforcement.
Also, existing systems do not easily provide a means for applying a setback to the wall, should one be so desired. Typically a batter or the like is required at the base of the wall prior to construction to provide a setback, which is a timely and labour intensive process. Alternatively, the units themselves are created with nibs and slots, or lips to determine the setback of the wall, which requires precise tolerances and the like during manufacturing of the unit.
In this regard, it is desirable to provide a retaining wall system which enables segmental retaking walls having a variety of shapes and sizes to be easily assembled in a safe and reliable manner.
Any discussion of documents, acts, materials, devices, articles or the like which has been included in the present specification is solely for the purpose of providing a context for the present invention. It is not to be taken as an admission that any or all of these matters form part of the prior art base or were common general knowledge in the field relevant to the present invention as it existed before the priority date of each claim of this application.
Throughout this specification the word “comprise”, or variations such as “comprises” or “comprising”, will be understood to imply the inclusion of a stated element, integer or step, or group of elements, integers or steps, but not the exclusion of any other element integer or step, or group of elements, integers or steps.
According to a first aspect, 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. It 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.
In one embodiment, 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.
In one embodiment, 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 all external surface of the block.
In an embodiment of this aspect of the invention, the 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.
In one embodiment, 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. In one embodiment, each block has a hollow central portion for receiving structural reinforcement upon assembly. In this regard, the hollow central portion of each block may be filled with soil, stone or other suitable matter to enhance the stability of the wall.
In another embodiment of the present invention, 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. In one form, 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. In this arrangement, 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. In one embodiment, the projecting element retains one upper block in position with respect to two neighbouring lower blocks.
In an embodiment, 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. In one embodiment, the cross-sectional width of the projecting members is substantially half the cross-sectional width of the base portion of the anchor member.
In a further embodiment, the anchor member is constructed from a flexible material, such as polyethylene. In another embodiment, a segment of the anchor member may be constructed in a manner that facilitates beading of the anchor member about its longitudinal axis. In this regard, the segment of the anchor member that facilitates bending may be located in the base portion of the anchor member. Further, the segment of the anchor member that facilitates bending may be located in a region of the base portion located between the projecting members.
In one form, 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. In one embodiment, the segment of the base portion comprises four tubular regions with each region hang a substantially triangular cross-section. In this regard, at least one of the walls of the tubular regions may be frangible, thereby further facilitating bending of the anchor member in this region.
It will be appreciated that 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.
According to a second aspect, the present invention is a wall assembly comprising:
a plurality of blocks adapted to be arranged in a plurality of vertically stacked rows, each said block haying 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 with 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 may be vertically stacked in n 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.
According to a third aspect, 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.
In an embodiment of this aspect of the invention, 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. In this regard, 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 Her 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. In one form, the lip may be formed integral with the base portion. In another form 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 confided 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 Tow. In one form, 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.
In one embodiment, the lip comprises at least two elongate substantially rectangular projecting members. Bach 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. In one embodiment, 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. In this regard, 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. In one form 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.
It will be appreciated that the flexible region of the base portion win 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. Further to this, 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.
According to a fourth aspect, 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.
In one embodiment of this aspect, 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.
In one embodiment, 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. 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.
By way of example only, preferred embodiments of the invention are now described with reference to the accompanying drawings, in which:
Whilst the present invention is described in relation to a retaining wall system 10, it will be appreciated that the invention could equally be employed in a variety of wall constructions where individual blocks or units are stacked in vertical rows.
Referring to
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.
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
According to one embodiment, in order to accommodate the anchor member 14 to facilitate construction of the wall system 10, each block 12 of the wall system 10 is configured in the manner as is shown in
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. In is regard, 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
As shown more clearly in
The anchor member 14 is shown in more detail in
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
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
Referring to
By changing the orientation of the anchor members 14 within the grooves 16, the structure of the wall can be altered from a vertical face wall, to a wall having an angular setback. As is discussed above and shown in relation to
However, as is shown in
Whilst the embodiments shown in
As shown more clearly in
As discussed previously and shown in relation to
The flex portion 27 of the anchor member 14 makes it possible to form convex or concave wall systems 10, or to form wall systems 10 having convex or concave portions, as is shown in
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. As the grooves 18 have a greater width than the upwardly projecting portions 24, 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.
As is shown in
Referring to
In this embodiment, 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. In this arrangement, 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
In each of the above described embodiments, 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.
It will be appreciated that in each of the above described embodiments, the structural integrity of the wall system 10 employing the anchor member 14 is significantly increased due to each anchor member 14 providing not only a connection between horizontally adjacent blocks 12 in a row, but also providing a connection between vertically adjacent blocks 12. In this regard 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. As the anchor member 14 is flexible, the wall structure can also cope with a degree of movement between the blocks 12 without compromising the structural integrity of the wall.
Whilst the retaining wall system 10 of the present invention has been discussed in relation to the described components of the system, other components can also be used in conjunction with the above described components to improve the structural integrity of the wall system. In particular, reinforcing components may also be used in conjunction with the above described components as may the inclusion of other raw materials which may enhance the walls function and visual acuity
It will be appreciated by persons skilled in the art that numerous variations and/or modifications may be made to the invention as shown in the specific embodiments without departing from the spirit or scope of the invention as broadly described. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive.
Number | Date | Country | Kind |
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2005901047 | Mar 2005 | AU | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/AU2006/000273 | 3/6/2006 | WO | 00 | 9/4/2007 |