Building elements and methods in relation to same

Information

  • Patent Grant
  • 6539682
  • Patent Number
    6,539,682
  • Date Filed
    Thursday, November 9, 2000
    24 years ago
  • Date Issued
    Tuesday, April 1, 2003
    21 years ago
Abstract
A dry wall building system comprises courses of building blocks where the building blocks are joined end to end by keys. Each of the blocks comprising sidewalls, endwalls and at least one vertical cavity or slot, at least one first channel in the upper surfaces of the endwalls and at least one second channel in the lower surfaces of the endwalls, the arrangement and construction being such that when blocks are laid one upon another the channels and the said at least one cavity or slot of the blocks can be aligned to provide an internal network of horizontal and vertical infill passages which can be filled with a settable material to seal joints between the blocks and to provide load bearing support between respective courses of blocks. A method of manufacturing blocks is also disclosed.
Description




TECHNICAL FIELD




This invention relates to a method for constructing walls and footings from building elements such as construction blocks and has particular relevance to masonry blocks and buildings having walls constructed therewith.




BACKGROUND ART




There have been proposed many different forms of masonry blocks for use in building constructions and these are generally manufactured with a peripheral wall with apertures passing therethrough. The blocks, when built into a wall, are generally staggered, that is with the blocks in alternative rows being displaced half a block with from those in the adjacent row and are normally provided with mortar joints.




Such blocks have the advantage of lightness in weight and are less costly than bricks. Additionally, in staggered block constructions a level foundation is required for supporting the blocks to ensure correct alignment between the blocks. Furthermore, the blocks are required to be manufactured to stringent tolerances otherwise staggering of the blocks becomes difficult.




Building blocks are generally manufactured by machinery which tamps a moist mixture of concrete to dies whilst the dies and/or a table beneath the dies are vibrated. As can be readily understood such techniques result in wear and tear to the dies and product which was made from a new die would not necessarily be dimensionally the same as product manufactured subsequently. Difficulties arise when the blocks are laid in multiple courses because of this problem.




Australian patent No. AU-A-24868/95 describes a method for manufacturing walls from masonry blocks having end apertures opening to the exterior of the block, the methodology including the steps of arranging blocks in a substantially end-to-end butting relationship so that the apertures are adjacent and oppose each other, interconnecting blocks by a plug or dowel adapted to extend through the openings and having portions receivable in the respective apertures so as to hold the blocks in a required position relative to each other and setting further blocks in alignment one above the other.




Whilst the above methodology has proved to be satisfactory we perceive that there are a number of improvements which could be effected to a number of aspects of such systems and it is an object of the present invention to provide same.




Block systems known as “dry-wall” have to date had limited applications because of inherent strength limitations. The systems are generally used only for single storey structures.




An object of the present invention is to provide a dry wall building system with improved structural and loading capabilities.




Further objects and advantages of the present invention will become apparent from the ensuing description which is given by way of example.




DISCLOSURE OF THE INVENTION




According to a first aspect of the present invention there is provided a building block comprising sidewalls endwalls and at least one vertical cavity or slot, at least one first channel in the upper surfaces of the endwalls and at least one second inverted channel in the lower surfaces of the endwalls, the arrangement and construction being such that when blocks are laid one upon another the channels and the said at least one cavity or slot of the blocks can be aligned to provide an internal network of horizontal and vertical grouting passages which can be filled with settable material to seal joints between the blocks and to provide load bearing support between respective layers of blocks.




The said at least one first channel can be substantially U-Shaped.




The said at least one second inverted channel can be divided by a central ridge.




Horizontal ledges can be provided at the upper outer edges of the sidewalls with respect to which flanges of sidewalls of an overlaid blocks can be secured.




The block can have having at least one vertical pert groove in the end walls thereof.




The block can have two spaced vertical pert grooves in the end walls thereof.




The block can have keyslots in endwalls thereof.




According to a further aspect of the present invention there is provided a wall structure comprising multiple courses of building blocks aforesaid in an end to end abutting relationship including keys fixed in the keyslots of the blocks.




The wall structure can include including vertical and/or horizontal steel reinforcing members positioned in aligned cavities and channels in the blocks.




Horizontally disposed passages and vertically disposed cavities within the structure can be grouted.




The keys can each comprise an elongate medial flange and webs positioned on opposite edges of the flange each of said webs including a plurality of ribs which extend from the sides of the flange and which, commencing from the outermost ribs are of diminishing depth.




Surfaces of the flanges of the keys can be irregular.




The irregularity of the flange surfaces of each key can be provided at least in part, by a network of extending knobs.




The irregularity of the surfaces of the flange of each key can be provided at least in part, by a network of recesses.




According to a still further aspect of the present invention there is provided a method of constructing a footing or wall comprising




(a) laying a first course of blocks as aforesaid,




(b) inserting keys in adjacent slotted ends of the building elements so that a portion of the keys extends upwardly from the slotted ends, and




(c) laying a further course of the building elements on the first course so that the slotted ends of the building elements engage over the extending portion of the keys, and inserting a further set of keys in the slots of said further course of building elements.




The keys can be approximately the same depth as the building elements and when placed in the slots, approximately half of the total depth of the keys extend from the slots.




Horizontal and/or vertical reinforcing members can be laid in selected courses of the blocks.




The vertically disposed cavities or slots and horizontally disposed passages in multiple layers of blocks can be grouted.




According to a still further aspect of the present intention there is provided a method of forming a building element from a cementitious or other mouldable substance comprising the steps forming the element within a mould box, separating a base of the mould box prior to release of the element from the mould box and re-supporting the formed element on its release from the mould box.




The base of the mould can be separated whilst a tamping plate is engaged with the mould box.




The upper surface of the base of the mould can be provided with a plurality of projections which shame the base of the building element.




The projections can form longitudinal and/or lateral channels in the bottom wall of the formed element.




The base of the mould can be used to form functional and/or decorative surfaces or shapes on building elements such as blocks, panels, pavers and the like.











BRIEF DESCRIPTION OF THE DRAWINGS




Aspects or the present invention will now be described with reference to the accompanying drawings in which;





FIG. 1

is a top perspective view of a key for joining the ends of building blocks in accordance with one aspect of the present invention, and





FIGS. 2

,


3


,


4


and


5


are end, cross-sectional side and plan views respectively of the key of

FIG. 1

, and





FIG. 6

is a perspective view of a key and complementary building elements for a system according to the present invention, and





FIG. 7

is a perspective view of a building block in accordance with a further aspect of the present invention, and





FIGS. 8 and 8



a


are perspective and sectional drawings respectively of a wall structure utilising the blocks of

FIG. 7

, and





FIGS. 9

,


10


and


11


are side, end and plan views respectively of a building block in accordance with a further aspect of the present invention, and





FIGS. 12 and 13

are end and plan views of a grouted wall structure utilising the blocks of

FIGS. 10

,


11


and


12


, and





FIGS. 14

,


15


,


16


and


17


are side and perspective views of building blocks in accordance with further aspects of the present invention, and





FIG. 18

is a perspective view of a corner or junction block in accordance with further aspects of the present, and





FIGS. 19

to


19




e


are diagrammatic drawings of a mould, mould box and tamping head arrangement in accordance with further aspects of the present invention.











With respect to

FIGS. 1

to


6


of the drawings, a key in accordance with the present invention is indicated by arrow


1


. The key


1


comprises an elongate medial flange generally indicated by arrow


2


and webs generally indicated by arrow


3


. Each of the webs


3


consists of a plurality of ribs


4


which extend from both sides of the flange


1


and which, commencing from the outermost web, are of diminishing depth.




The surfaces of the flange are irregular such irregularity being provided by a network of knobs


5


, recesses


6


, apertures


7


, and flutes


8


. Whilst some of these aspects assist to minimize material costs, and assist the moulding process from which the keys are made, the elongated knobs


5


have a functional purpose.




A building element generally indicated by arrow


9


of

FIG. 6

is provided with end walls


10


, side walls


10




a,


a top wall


11


and a bottom wall


12


. The building element is similar dimensionally to a standard building block, is rectilinear in shape and can include cavities


13


.




The distance between the peaks of the knobs


5


which extend from both sides of flange


2


of the key


1


, is similar to or slightly greater than the width of a first portion


14


of a slot indicated by arrow


15


in the ends and/or sides of the blocks. Staggering of the knobs


5


ensures that if the first portion


14


of the slot


15


is irregular because of the die wear or other manufacturing causes adequate contact is made with the walls of the first portion


14


of the slot


15


. Similarly, if divergent walls


16


of a second portion of the slot


15


are irregular, the spaced ribs


4


of each web


3


will ensure adequate contact with walls


12


.




The top and bottom walls


11


,


12


of the blocks


9


can be provided with a tongue


17


and groove


18


respectively so that the blocks key into one another and are readily laid on a level plane. The key


1


assures alignment of the blocks in the vertical plane and the tongue and groove arrangement assures alignment on a horizontal plane.




In the event that branch walls are provided in a structure slots


19


for the plugs


1


can be provided in the side walls of the blocks


9


.




The length of each key


1


is approximately the same as


35


the depth of each block


9


and, as mentioned earlier, the keys are set in the slots of abutting blocks so that approximately half the length of each key extends above each course of blocks as they are laid.




With respect to

FIGS. 7

to


8




a


of the drawings and in accordance with a further aspect of the present invention, there is provided a building element having some similarities with the element of

FIG. 6

but with further features. The building element illustrated by

FIGS. 7

to


8




a


generally indicated by arrow


20


is provided with end walls


21


, a top wall


22


and a bottom wall


23


. The building element


20


is similar dimensionally to standard building blocks, is rectilinear in shape and may include cavities


24


. The element is provided with slots generally indicated by arrow


25


similar to that described in relation to the element illustrated by

FIG. 6

, and in this instance illustrated by

FIGS. 7

to


8




a


of the drawings, the top wall


22


is provided with two longitudinal tongues


26


and the bottom wall two longitudinal grooves


27


. Flanking either side of the slot


25


in top wall


22


are further grooves


28


and where the block is provided with a centre partition


29


, further grooves


30


in the partition can be provided. The grooves


28


,


30


allow horizontal reinforcing members to be laid in selected courses of a structure.





FIGS. 8 and 8



a


of the drawings illustrate a wall structure in accordance with the present invention including building elements


20


laid in courses, each element having end walls joined by keys such as key


1


previously described with courses of the building elements reinforced by a horizontal reinforcing members


35


. The reinforcing members


35


are laid in grooves


28


,


30


of the keys


1


and can be keyed in using a grout or other mouldable materials. A wall structure as illustrated can also include vertical reinforcing and other standard features such as openings, lintels, bond beams and the like.





FIG. 8



a


illustrates a convenient method of joining the ends of horizontal reinforcing members


35


with a cavity in a building element. Abutting bent ends of reinforcing members can be keyed into the cavity with concrete or grout or other mouldable materials such as hardening resins to ensure continuity between same. The ends may be pre-tied although this is not considered to be essential.




With respect to

FIGS. 9

to


13


of the drawings illustrating a further embodiment of a building element according to the present invention, a block generally indicated by arrow


36


can comprise sidewalls and endwalls


37


,


38


, respectively, at least one vertical cavity or slots


39


, a first channel


40


in the upper surfaces of the endwalls


38


and an inverted second channel or channels


41


in the lower surfaces of the endwalls. When a wall structure is erected the cavities or slots and channels can be aligned to provide an internal network of horizontal and vertical infill passages generally indicated by arrows


42


,


43


(see FIGS.


12


and


13


).




The first channels


40


can be substantially U-shaped and second channels


41


can be similarly shaped and be divided by a ridge


44


.




The block


36


can be provided with horizontal ledges


45


at upper outer edges of the sidewalls


37


with respect to which flanges


46


of overlaid blocks can be secured.




The block


36


can be provided with a single vertical cavity


47


between the endwalls


38


and pert slots or grooves


49


in endwalls thereof, and in common with previously described embodiments, keyslots


49


in endwalls


38


thereof can be provided.




When a structure is erected and the passages


42


,


43


filled with grout (

FIGS. 12 and 13

) all joints


50


,


51


between the blocks are sealed by same and the grout in the horizontal passages


42


provides load bearing support between respective layers of blocks.




Keys


1


(shown in general outline only in

FIG. 13

) can be used to join the ends of the blocks.




A wall structure utilising building blocks and the methodology described in relation to FIGS.


9


through to


18


is greatly superior to conventional dry wall methods and trials and engineering reports to date have indicated superiority under structural loading, wind loading, earth quake resistance and with respect to regulations relating to fires.




It is well known in the construction industry that the integrity of conventional block walls which are grouted can be severely compromised by bad workmanship and the use of mortar mixes which are not of the required standard. The present invention eliminates these problems and provides an opportunity for so called “dry-wall” methodology to be used on multistory buildings and for completed walls to be used as load bearing and cyclone proof structures.




The block configuration of

FIGS. 9

to


13


provides for the placement of both horizontal and vertical reinforcement bars


52


,


53


in accordance with design requirements.





FIGS. 14 and 15

of the drawings illustrate top and side profiles of a further form of block according to the present invention block generally indicated by arrow


54


which has a single central cavity


55


. Top and bottom walls


56


,


57


are shaped similarly to the block of

FIGS. 9

to


13


and in this case a single U-shaped pert groove


58


is provided in the end walls


59


of the block. A key slot


60


is also provided.





FIGS. 16 and 17

show the block of

FIGS. 14 and 15

with an additional branch wall pert groove


61


and key slot


62


for the joining of a branch wall (not shown) similar to that described in relation to FIG.


6


.





FIG. 18

of the drawings illustrates a corner block generally indicated by arrow


63


is provided with key slots and pert grooves


64


,


65


similar to that described in relation to

FIGS. 14

to


17


and top and bottom walls


66


,


67


also of similar shape to the block of

FIGS. 14

to


17


. The corner block


63


can be provided as a unit of a block set with the blocks of

FIGS. 14

to


17


and the materials of laying courses of blocks, grouting and reinforcing as previously described in relation to

FIGS. 9

to


13


similarly adopted.




Most block making machinery throughout the world is very similar in terms of basic componentry and mode of operation in that blocks, pavers and the like are formed within a mould box and a concrete mix from which the blocks or pavers is tampered by tampers to compress the concrete mix. The tampers and mould boxes are then removed leaving the formed blocks on pallets. The pallets and fresh product is then moved away from a mould head for curing. Machinery of this type is manufactured and distributed throughout the world under the names of Besser and Columbia.




Conventional block making apparatus has the disadvantage of leaving a timber pallets very worn where direct contact is made. Because of this wear there is a requirement to change pallets regularly. Alternative steel pallets are very expensive and are extremely heavy and the additional weight of steel pallets has not been allowed for in most existing machinery.




The quality of the pallet will always determine the quality of the bottom of the block. If pallet is worn, say 3 mm over say 12 months, then the block height will increase accordingly.




According to a still further aspect of the present invention there is provided a method of forming a building element within a mould box comprising the steps of forming the element within the mould box, removing a base for the mould box prior to release of the element from the mould and re-supporting the element on its release from the mould box.




With respect to

FIGS. 19 and 19



e


of the drawings and in accordance with further aspects of the present invention a mould box generally indicated by arrow


67


can comprise a single or multiple mould casing


68


and may be provided with a polished high tensile steel base plate


69


. Rebates


70


can be provided in the base plate


69


which can be hydraulically locked onto the mould casing


68


when required.




The mould box


67


can be filled with a mouldable mix


71


and be tamped and vibrated in the conventional manner.




The mould casing


68


can be lifted off the base plate


69


leaving a formed element


72


suspended in the mould. A pallet


73


can then be moved under the mould box


67


. The mould box can then be lowered to deposit the element


72


on the pallet


73


. The pallet


73


then moves to a curing/drying station or situation. The process is then repeated.




The formed elements


72


stay in the mould casing


68


when it is suspended after the base plate


69


is removed. This allows pallet


73


to replace the base plate


69


of the mould and the formed element is then released. Suction between the top and side walls of the formed element


72


and the sides and a tamping plate


74


of the mould and moisture combine to hold the formed elements in place whilst pallets are being placed.




Elements such as building blocks have substantial depth and a large surface area in contact with the sides of the mould box. Where an element being formed is of lesser depth, e.g. a paver or brick “suction” may be increased by creating a partial pressure headspace in the region above the top wall of the element and the tamping plate


74


.




A sequence of operation of the specific apparatus of

FIGS. 19

to


19




e


can be as follows:




FIG.


19






The mould casing


68


and base plate


69


are united.




FIG.


19




a






An aggregate mix


71


falls into the mould box


67


onto the base plate


69


.




FIG.


19




b






A tamping plate


74


stamps out the profile of the top wall of a block and the whole unit is vibrated.




FIG.


19




c






The mould casing


68


, tampers


74


moves up with the mix


71


intact and separates from the base plate


69


.




FIG.


19




d






A conveyed pallet


73


is inserted on top of the base plate


69


and the mould casing and tampers are withdrawn.




FIG.


19




e






The tamper


74


raise and leave formed blocks on pallets which can then be removed for curing of the formed blocks to take place. The whole process is repeated again.




Apparatus and methodology such as described in relation to

FIGS. 19

to


19




e


has significant advantages, notably:




1. This procedure will allow, not only longitudinal grooves or recesses to be formed in the base of building elements but grooves and recesses at right angles to the longitudinal grooves.




2. A more exact height block, brick or paver will be consistently achieved.




3. Because pallets are only required for the support and removal of formed products wear and tear is minimal. Cheaper timber pallets can be used resulting in substantial savings in manufacturing and plant costs.




Aspects of the present invention have been described by way of example only and it should be appreciated that modifications and additions may be made thereto without departing from the scope thereof as defined in the appended claims.



Claims
  • 1. A building block comprising sidewalls, endwalls having vertical keyslots therein each having an entry portion and a widened subsequent portion, at least one vertical cavity or slot, at least one first channel in the upper surfaces of the endwalls extending substantially throughout the width of the block and at least one second inverted channel in the lower surfaces of the endwalls extending substantially throughout the width of the block and intruding into the sidewalls of the blocks, the arrangement and construction being such that when blocks are laid one upon another in courses and the endwalls of blocks are joined by placement of keys in the keyslots the channels and the said at least one cavity or slot of the blocks will be aligned to provide an internal network of horizontal and vertical infill passages which can be filled with a settable material to seal joints between the blocks and to provide load bearing support between respective side and endwall courses of the blocks.
  • 2. A building block as claimed in claim 1 wherein the said at least one first channel is substantially U-shaped.
  • 3. A building block as claimed in claim 1 wherein the said at least one second inverted channel is divided by a central ridge.
  • 4. A building block as claimed in claim 1 having horizontal ledges at the upper outer edges and raised portions at an upper inner edge of the sidewalls with respect to which flanges of sidewalls of an overlaid block can be secured.
  • 5. A building block as claimed in claim 4 having grooves in the end walls thereof which are partially recessed into the sidewalls.
  • 6. A wall structure comprising multiple courses of building blocks as claimed in claim 1 and including vertical and/or horizontal steel reinforcing members positioned in aligned cavities and channels in the blocks.
  • 7. A wall structure as claimed in claim 6 wherein the keys each comprise an elongate medial web and flanges positioned on opposite edges of the wedge each of said flanges including a plurality of ribs which extend from the sides of the web and which, commencing from the outermost ribs are of diminishing depth.
  • 8. A wall structure as claimed in claim 1 wherein horizontally disposed passages and vertically disposed cavities within the structure are grouted.
  • 9. A wall structure as claimed in claim 1 wherein surfaces of webs of the keys are irregular.
  • 10. A wall structure as claimed in claim 9 wherein the irregularity of the web surfaces of each key is provided at least in part, by a network of extending knobs.
  • 11. A wall structure as claimed in claim 9 wherein the irregularity of the surfaces of the flange of each key is provided, at least in part, by a network of recesses.
  • 12. A method of constructing a footing or wall comprising the steps of:(a) laying a first course of blocks as claimed in claim 1, (b) inserting keys in adjacent slotted ends of the building elements to align the blocks, and (c) laying a further course of the building elements on the first course and inserting keys to the slotted ends of adjacent building elements so that the keys partially extend into the first course and partially into the second course.
  • 13. The method of claim 12 wherein the keys are approximately the same depth as the building elements.
  • 14. A method as claimed in claim 12 including laying horizontal and/or vertical reinforcing members in selected courses of the blocks.
  • 15. The method of claim 12 wherein vertically disposed cavities or slots and horizontally disposed passages in multiple layers of blocks are grouted.
Priority Claims (3)
Number Date Country Kind
PP3427 May 1998 AU
PP5101 Aug 1998 AU
PP8426 Feb 1999 AU
PCT Information
Filing Document Filing Date Country Kind
PCT/AU99/00348 WO 00
Publishing Document Publishing Date Country Kind
WO99/58783 11/18/1999 WO A
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Number Name Date Kind
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4115980 Martel et al. Sep 1978 A
4319440 Rassias et al. Mar 1982 A
4441298 Limousin Apr 1984 A
5484236 Gravier Jan 1996 A
5611183 Kim Mar 1997 A
5715635 Sherwood Feb 1998 A
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Number Date Country
2048792 Jan 1993 AU
1197391 Dec 1985 CA
2452373 May 1976 DE
1534501 Dec 1978 GB
2065740 Jul 1981 GB
WO 9411587 May 1994 WO
WO 9611307 Apr 1996 WO