Concrete Expansion Joint Forming Device

FIELD OF THE INVENTION

The present invention relates to concrete expansion joints. More particularly, the present invention relates to a support assembly for an expansion joint strip and a method for installing an expansion joint strip in a concrete slab.

BACKGROUND OF THE INVENTION

Concrete floors and paving typically comprise a number of concrete slabs. The concrete slabs are typically designed for movement relative to each other to avoid formation of cracks in the floor or paving which would otherwise form with thermal expansion and contraction of the concrete slab and movement of supporting foundations. Concrete slabs are typically separated from each other by concrete expansion joints which usually comprise a compressible expansion joint strip. Compressible expansion joint strips fill the gaps between concrete slabs while allowing movement toward and away from each other.

Devices for positioning an expansion joint strip and formation of a corresponding expansion joint between concrete slabs are disclosed in U.S. Pat. No. 6,598,364 B1 and Danley Construction Products Pty Ltd and Connolly Key Joint Pty Ltd websites www.danley.com.au and www.connollykeyjoint.com respectively. The corresponding expansion joint forming devices are typically cumbersome and time consuming to erect.

SUMMARY OF THE INVENTION

According to one aspect of the present invention there is provided a support assembly for an expansion joint strip, said assembly comprising: an elongate base strip including at least two laterally spaced locating walls; a plurality of discrete support modules each being detachably connected to the locating walls at longitudinally spaced positions along the base strip; and means for adjusting the height of the expansion joint strip relative to at least one of the support modules.

Preferably the support assembly also comprises an expansion joint strip cover adapted to support the expansion join strip and being arranged to be supported by one or more of the support modules. More preferably each of the modules includes a U-shaped channel configured to cradle the expansion joint strip cover.

Preferably the height adjustment means includes a pin being designed to locate at one of a plurality of different height positions relative to the corresponding support module. More preferably the pin is received in one of a plurality of locating holes in the support module, the strip cover being designed to rest on the pin to support the expansion joint strip at the required height. Even more preferably the pin is enlarged at one end for press-fit engagement with said one of the locating holes.

Preferably the locating walls are each in the form of stiffening ribs designed to strengthen the base strip.

Preferably the support modules include a pair of spaced support legs each being perforated to promote the flow of concrete and encasing of said modules.

Preferably said locating walls include a pair of outer locating walls and a central locating wall. More preferably the base strip includes a groove or slot underlying the central wall and designed to allow lateral movement of the strip.

Preferably the support assembly also comprises another base strip joined to said base strip at an expansion joint juncture.

According to another aspect of the invention there is provided a method of installing an expansion joint strip in a concrete slab, said method comprising the steps of: providing an elongate base strip having at least two laterally spaced locating walls; providing a plurality of discrete support modules; fitting two or more of the support modules to the locating walls of the base strip at spaced longitudinal positions along the base strip; placing the expansion joint strip upon one or more of the modules and adjusting the height of said strip relative to at least one of said modules; and pouring concrete to at least partly bury the base strip, the support modules and the expansion joint strip.

Additional features and advantages of the present invention are described in, and will be apparent from, the following Detailed Description of the Invention and the figures.

BRIEF DESCRIPTION OF THE FIGURES

A preferred embodiment of the present invention will now be described, by way of example only, with reference to the following figures in which:

FIG. 1 is a partially exploded perspective view of one example of an expansion joint strip support assembly of the present invention.

FIG. 2 is an end elevational view of the expansion joint strip support assembly of FIG. 1 in its assembled condition.

FIG. 3
a is a perspective view of a base strip from the assembly of FIG. 1.

FIG. 3
b is an end elevational view of the base strip of FIG. 3a.

FIG. 4 is an end elevational view of the base strip of FIG. 3a used to directly support a compressible expansion joint strip.

FIG. 5 is a perspective view of an alternative example of an expansion joint strip support assembly of the present invention.

FIG. 6
a is a perspective view of an expansion joint strip support assembly similar to that of FIG. 5.

FIG. 6
b is an end elevational view of an alternative strip cover to that of FIG. 6a.

FIG. 7 is an end elevational view of the expansion joint strip support assembly of FIGS. 5 and 6 but without a concrete slab locating rod.

FIG. 8 is an end elevational view similar to that of FIG. 7 except that it includes the concrete slab locating rod of FIGS. 5 and 6.

FIG. 9 is an end elevational view of the expansion joint strip support assembly of FIG. 1 attached to another expansion joint strip support assembly.

FIG. 10 is a perspective view of an expansion joint strip support assembly similar to that of FIG. 9 attached via an alternative attachment bracket.

FIG. 11 is a perspective view of another alternative example of an expansion joint strip support module of the present invention.

FIG. 12 is a perspective view of 2 base strips of FIG. 1 attached end to end.

DETAILED DESCRIPTION OF THE INVENTION

FIG. 1 to 3
b show an expansion joint strip support assembly of the present invention in the form of support assembly 10. The support assembly 10 comprises an expansion joint strip support module in the form of support module 12, a base strip 14 and an expansion joint strip cover in the form of strip cover 16. The support module 12 attaches to the base strip 14 as shown in FIGS. 1 and 2 which is described in detail below. FIGS. 1 and 3a show only a portion of the entire length of the base strip 14. The base strip 14 ranges from about 4 metres to about 6 metres in length. Support modules 12 are positioned along the length of the base strip 14 and attached to the base strip so that they are longitudinally spaced apart by about 400 mm. With support modules 12 spaced in this manner along the base strip 14 they are each able to support, as described below, a portion of an expansion strip in the form of a compressible expansion joint strip 20. The expansion joint strip 20 is typically a tar based compressible expansion strip. With the expansion joint strip 20 supported as shown in FIG. 2 it is supported for separation of concrete slabs 250 and 252 which are subsequently poured on either side of the compressible expansion joint strip 20. The support module 12 is suitable for concrete slabs of any thickness.

The support assembly 10 shown in FIG. 2 is assembled first by placing the base strip 14 on the floor or ground which is to support the concrete slabs 250 and 252. The floor may, for example, be elevated. The base strip 14 is positioned on the floor or ground so that it's aligned with the space between the proposed concrete slabs 250 and 252. Other base strips 14 are also positioned on the floor or ground both parallel with and normally to other base strips to correspond with the predetermined arrangement of expansion joints. If the base strips are positioned on the ground they are usually attached via pegs, for example, pegs 15 (see FIGS. 1 and 2) as shown in FIG. 2. Plastic sheet, (not shown) are then laid over the base strips and slits are cut in the plastic to enable locating walls of the base strip which are described below to pass up through the plastic sheets. The plastic sheets function to seal the floor or ground to prevent moisture seeping upwardly into the concrete slab. Once all of the base strips 14 relating to a specific surface area have been appropriately positioned, reinforcing mesh (not shown) is then positioned appropriately on top of the base strips 14. For some applications the mesh is cut above the locating walls so that it is not exposed after concrete is poured but is entirely embedded in the concrete. The support modules 12 are then positioned above the base strip 14 to which they are to be attached so that they attach to the base strip 14 as shown in FIGS. 1 and 2 by passage through holes of the mesh (not shown). The support modules 12 also function to attach the plastic sheets to the base strips 14.

The position of an upper surface 136 of the compressible expansion joint strip 20 relative to the upper surface 104 of the base strip 14 is adjusted by passing a locating pin 138 through opposed holes 38 and 40 of the U-shaped channel 24 as shown in FIG. 2. The upper surface 136 of the compressible expansion joint strip 20 can be used as a guide for forming an upper surface of the concrete slabs 250 and 252. The means of adjustment involving the opposed holes 38 and 40 and the locating pin 138 can therefore be used, for example, to correct for any unwanted variation in the floor or ground height or alternatively to produce a sloping upper surface 136 to allow for drainage.

Features of the support module 12, base strip 14 and strip cover 16 will be described in more detail before providing a more detailed description of assembly of the support assembly 10. The support assembly 10 comprises an expansion joint strip locating portion in the form of a U-shaped channel 24 and support legs in the form of planar legs 26 and 28. The U-shaped channel 24 comprises opposed side walls 32 and 34 and an adjoining base 36. The U-shaped channel 24 also includes adjustment means in the form of opposed holes 38 and 40 formed in respective side walls 32 and 34.

The planar leg 26 comprises 3 adjoining planar leg portions in the form of adjoining leg portions 46, 48 and 50. The adjoining planar leg 28 similarly comprises 3 adjoining planar leg portions in the form of adjoining leg portions 50 to 54 and 56. Although not shown in FIG. 1, planar leg portions 26 and 28 are perforated as described below in relation to support module 142 (see FIGS. 5 and 6a) for flow of concrete or other cementitious material into the space underneath the leg portions 26 and 28. In the support module 12 the adjoining leg portions 50 and 56 are integrally formed with the base 36 of the U-shaped channel 24. The other adjoining leg portions of the support module 12 are also integrally formed with the adjoining leg portions 50 and 56. The side walls 32 and 34 of the U-shaped channel 24 are also integrally formed with the base 36 and the adjoining leg portions 50 and 56. In one alternative embodiment of the support module 12 the base 36 is V-shaped so that its longitudinal axis is positioned below its upper longitudinal edges. In this alternative embodiment a corresponding strip cover is identical to strip cover 16 except that its base is also v-shaped. The support module 12 is manufactured by cutting a corresponding extrusion into 80 mm lengths. It will be appreciated by persons skilled in the relevant art that the support module 12 can be manufactured by other means and could for example be injection moulded or formed from separate components corresponding to the adjoining leg portions, base 36 and side walls 32 and 34.

The adjoining leg portions 46 and 52 comprise attachment means for attachment to the base strip 14. The attachment means of the adjoining leg portions 46 and 52 is in the form of respective locating slots 60 and 62. Each of the locating slots 60 and 62 comprises locating slot walls 64 and 66, and 68 and 70 respectively. The walls 64, 66, 68 and 70 are resiliently deformable for attachment to the base strip 14. Formed on the inner surface of walls 64 and 70 are engaging surfaces in the form of barbs 74. The barbs 74 are designed for engagement with corresponding engaging features of the base strip 14 which are described below.

The base strip 14 is also extruded and includes 2 outer locating walls in the form of outer locating walls 80 and 82 and a central locating wall in the form of central locating wall 84. The outer and central locating walls are the attachment means of the base strip 14 for attachment to a support module such as support module 12. The central locating wall may also function to elevate the reinforcing mesh which reduces or in some cases may replace the need for reinforcing mesh support cradles.

Outer locating walls 80 and 82 include on their outer surfaces 86 and 88 respectively engaging surfaces corresponding to the engaging surfaces of the locating slots 60 and 62 in the form of barbs 90. As can be seen from FIGS. 1 and 2 the barbs 74 and 90 are designed to slide over each other as the outer locating walls 80 and 82 are forced into the corresponding respective locating slots 60 and 62. Insertion of the locating walls into the slots results in the corresponding locating slot walls resiliently separating and then resiliently compressing against the locating walls when the respective barbs 74 and 90 are appropriately engaged in the position shown in FIG. 2. Relative orientation of the barbs 74 and 90 means that withdrawal of the outer locating walls 80 and 82 from the corresponding respective locating slots 60 and 62 is resisted by engagement of the respective barbs as shown in FIG. 2.

The height of the outer locating walls 80 and 82 and the depth of the corresponding respective locating slots 60 and 62 is such that the locating walls are fully received within the corresponding locating slots before free ends 100 and 102 of the planar legs 26 and 28 (see FIG. 2) contact an upper surface 104 of the base strip 14.

The base strip 14 includes outer regions in the form of recessed regions 110 and 112. The recessed regions 110 and 112 have corresponding respective recessed surfaces 114 and 116 which are offset relative to the upper surface 104 of the base strip 14. The base strip 14 also includes recess strips in the form of recess strips 120 and 122 which are formed in an underneath side of the base strip 14. Finally, the base strip 14 includes a groove in the form of a V-shaped groove 106 (see FIGS. 1 and 2) which is also formed in the underneath side of the base strip 14 and positioned directly beneath the central locating wall 84. Referring to FIG. 3b, the V-shaped groove 106 in an alternative embodiment coincides with a deflection slot 108. The V-shaped groove 106 and optional deflection slot 108 enable sides of the base strip 14 to deflect relative to each other in a plane which is substantially normal to a longitudinal axis of the base strip 14. This ability to deflect enables the base strip 14 to accommodate movement in the ground or floor without affecting its integrity. The deflection slot 108 may extend the entire depth of the central locating wall 84.

FIG. 4 shows an alternative use of the base strip 14. In this alternative use the base strip 14 directly supports an assembled compressible expansion joint strip 20 and corresponding strip cover 16 by attachment of the expansion joint strip and strip cover directly to the central locating wall 84. In this alternative use of the base strip 14, the base strip 14 functions as an expansion joint strip support module. The central locating wall 84 functions as an expansion joint strip locating projection of that module while the support means of the expansion joint strip support module comprises the plates 85 and 87 which the central locating wall 84 is integrally formed with and which are positioned on either side of the central locating wall. This alternative use of the base strip 14 is used to form reduced depth concrete slabs consisting of concrete slabs 320 and 322 positioned either side of an expansion joint strip 324.

The alternative use of the base strip 14 shown in FIG. 4 can also be used to top an existing concrete slab. The base strip 14 is positioned on top of an existing concrete slab 330 and attached to that slab via screws 332. Pouring concrete on top of the base strip 14 then results in formation of the slabs 320 and 322 and the corresponding expansion joint 324. Expansion joints similar to expansion joint 324 positioned on top of the existing concrete slab 330 can be used, as described above, to level concrete slabs formed on top of the existing slab 330. This process can also be used to improve the finished surface of a concrete slab.

The alternative use of the base strip 14 shown in FIG. 4 can also be used to form full depth expansion joints by using strip cover and compressible expansion joint strip assemblies described below in relation to the support assembly 140. The strip cover 16 comprises a U-shaped channel 130 having opposed side walls 132 and an adjoining base 134. The strip cover 130 is designed to cover the compressible expansion joint strip 20 as shown in FIGS. 1 and 2. With the strip cover 130 covering the compressible expansion joint strip 20 it can be placed into the U-shaped channel 24 for support by the support module 12. Although the strip cover 16 is designed to increase the rigidity of the compressible expansion joint strip 20 which, as described below, makes it suitable for directly inserting an assembled strip cover and expansion joint strip into wet concrete, the strip cover 16 is also flexible in a plane which is aligned with the adjoining base 134. The strip cover 16 can therefore be used for forming non linear expansion joints.

An alternative expansion joint strip support assembly in the form of support assembly 140 is shown in FIGS. 5 to 8. The support assembly 140 includes a support module 142, base strip 144 and strip cover 146. The support module 142 differs from the support module 12 and is described in detail below. The base strip 144 is identical to the base strip 14 and its features are referenced using the reference numerals of base strip 14. The strip cover 146 is the same as the strip cover 16 except that it is deeper for receipt of a deeper compressible expansion joint strip 148 (see FIGS. 6a, 7 and 8). The strip cover 146 may also include holes (not shown) for receipt of locating rods 150, as described below.

The support assembly 140 also includes a concrete slab locating rod 150 (see FIGS. 5, 6a and 8). The locating rod 150 also forms part of the support assembly 10 and the description relating to the locating rod 150 in relation to its use with the support assembly 140 also applies to use of the locating rod 150 with the support assembly 10.

The support module 142 is formed as described above in relation to the support module 12 by cutting 80 mm lengths from a correspondingly shaped extrusion. The support module 12 includes a planar leg 160 which is essentially identical to the planar leg 26 of the support module 12. The planar leg 160 includes intersecting leg portions 162, 164 and 166. The intersecting leg portion 162 includes a locating slot 170 formed between locating slot walls 172 and 174. Barbs 176 are formed on an inner surface of the locating slot wall 172 as described above in relation to the support module 12.

The support module 142 includes an expansion joint strip locating portion in the form of U-shaped channel 180. The U-shaped channel 180 includes side walls 182 and 184 and an adjoining base 186. The side wall 182 extends from the base 186 upwardly beyond the intersecting leg portion 166. An upper end of the extension of the side wall 182 is in the form of a strip cover locating projection 190.

The support module 142 also includes attachment means in the form of a locating slot 192 formed between a locating slot wall 194 and an outer surface of the side wall 182 and its corresponding upward extension. Formed on the inner surface of the locating slot 192 are engaging surfaces in the form of barbs 196. The locating slot 192 is designed for engagement with the central locating wall 84 of the base strip 144 as described in relation to the locating slot 170.

The side wall 182 and its corresponding upward extension which connects to the intersecting leg portion 166, as well as the base 186 of the U-shaped channel 180 also functions as a second support leg of the support module 142.

In addition to being a different height than the strip cover 16 of the support assembly 10, the strip cover 146 includes an axial flange 200. The axial flange 200 attaches to an outer surface of a side wall 202 of the strip cover 146. The axial flange 200 provides a module locating slot 204 for receipt of the strip cover locating projection 190 of the support module 142. The axial flange 200 prevents the strip cover 146 and corresponding compressible expansion joint strip 148 from tilting away from the strip cover locating projection 190. The axial flange 200 also stiffens the strip cover 146 to prevent distortion, particularly in a plane which is parallel with the base 186 of the U-shaped channel 180. The axial flange 200 also increases torsional stiffness of the strip cover 146 about its longitudinal axis.

An alternative strip cover 147 is shown in FIG. 6b. This alternative strip cover is designed to locate an expansion joint strip in the form of compressible expansion joint strip 149 which is typically known to people skilled in the relevant art as a “metal cracker strip”. Compressible expansion joint strip 149 includes a metal strip 152 and a compressible strip 154.

The strip cover 16 of the support assembly 10 and the strip covers 146 and 147 of the support assembly 140 can be used independently of the corresponding support modules 12 and 142 and base strips 14 and 144 to form an expansion joint. The strip covers 16, 146 and 147 sufficiently increase the rigidity of the corresponding respective compressible expansion joint strips 20, and 148 and 149 to enable the assembled strip covers and compressible expansion joint strips to be inserted into wet concrete. Advantages provided by remaining components of the support assemblies 10 and 140 as described throughout the specification may be considered unnecessary for a particular application. If so, this alternative use of the assembled strip covers and compressible expansion joint strips enables expansion joints to be formed more easily and cost effectively.

The locating rod 150 includes a locating sleeve 206 and a corresponding rod 208. As can be seen from FIG. 8 an end 210 of the locating rod 208 is positioned close to a blind end 212 of the locating sleeve 206. Referring to FIGS. 5 and 6a the locating sleeve 206 has lower and upper walls 214 and 216. The distance between inner surfaces of these lower and upper walls is less than the separation of internal surfaces of the walls which join the lower and upper walls 214 and 216. Referring to FIG. 8, the locating sleeve 206 limits upward and downward movement of the round locating rod 208 but allows some movement in a lateral direction.

The locating sleeve 206 includes a locating rod locator 220 for attachment of the locating rod 206 to the base strip 144. The locating rod locator 220 is integrally formed with the locating sleeve 206 and includes at an end remote from the locating sleeve a locating slot 222 which is described in the relation to the locating slot 170. The locating slot 222 is designed for removable attachment to the locating slot wall 172 as described above in relation to the location slot 170 and locating slot wall 172.

For some applications the strip cover 146 does not include holes in its walls but is marked for formation of holes through its walls and also through the compressible expansion joint strip 148 located between the strip cover side walls. These holes (not shown) are designed for passage through the strip cover 146 and corresponding compressible expansion joint strip 148 of the locating rod 150. The holes in the strip cover and compressible expansion joint strip are usually more easily formed prior to assembly of the strip cover and support module 142 using an appropriate tool.

The support module 142 is attached to the base strip 144 as described above in relation to the support assembly 10. The strip cover 146 or alternative strip cover 147 and associated respective compressible expansion joint strip 148 or 149 is then fitted into the U-shaped channel 180 so that the strip cover locating projection 190 slides upwardly through the module locating slot 204. With the strip cover 146 and support module 142 assembled as shown in FIGS. 5 to 8 walls of the strip cover 16 are clamped together via a clip 340 as shown in FIG. 6a. The clip 340 prevents walls of the strip cover 146 separating if concrete being poured on one side of an expansion joint flows on top of the expansion joint strip. A similar clip (not shown) can be designed for use with the alternative strip cover 147.

The locating rod 150 is inserted through holes in the strip cover and expansion joint strip 148 and then attached to the base strip 144 as shown in FIGS. 5, 6a and 8. To prevent removal of the compressible expansion joint strip 148 it can be screwed to the corresponding strip cover 146 and the strip cover locating projection 190 by screws 260 (see FIG. 8).

Referring to FIGS. 5 and 6a the intersecting leg portions 164 and 166 have perforations in the form of round holes 230 and 232 and square and rectangular holes 234 and 236. These holes ensure that concrete or other cementitious material flows into the space underneath the intersecting leg portions 164 and 166 as it is poured onto the base strip 144 and against side wall 202 of the cover strip 146 to form slab 240 (see FIGS. 7 and 8) which abuts the side wall 202.

After concrete is poured on both sides of the compressible expansion joint strip 148 it sets around the locating sleeve 206 and locating rod 208. After the concrete slabs 240 and 242 set they will move relative to each other in response to changes in temperature and movement of the supporting floor or ground. Movement of the concrete slabs normally of the compressible expansion joint strip 148 is accommodated by compression and expansion of that strip and axial movement of the locating rod 208 within the locating sleeve 206. Movement of the slabs 240 and 242 in a direction aligned with a longitudinal axis of the base strip 144 lies is accommodated by lateral movement of the locating rod 208 within the locating sleeve 206.

As can be seen in FIGS. 7 and 8 the compressible expansion joint strip 148 extends the entire depth of concrete slabs 240 and 242. This is in contrast to the compressible expansion joint strip 20 of the support assembly 10 (see FIG. 2) which only extends partway into the depth of concrete slabs 250 and 252. The concrete slabs 250 and 252 join beneath the base 36 of the U-shaped channel 24 and above the central locating wall 84. Contrastingly, the concrete slabs 240 and 242 of the support assembly 140 are completely separated by the corresponding compressible expansion joint strip 148. The central locating wall 84 of the support assembly 10 (see FIG. 2) functions as a crack propagator to facilitate formation of a crack above the central locating wall 84 in the event that slabs 250 and 252 move. The central locating wall 84 therefore functions to limit the likelihood of cracks occurring within slabs 250 and 252.

Termites typically pass from the ground into a building via its walls by passing upwardly through expansion joints of corresponding concrete slabs. The base strips 14 and 144 of FIGS. 1 and 5 prevent this from occurring by sealing the expansion joint from the corresponding supporting floor or ground.

Support assemblies 10 and 140 can be joined to corresponding support assemblies which, for example, extend normally of those support assemblies for intersection of corresponding expansion joints. One example of intersecting support assemblies is shown in FIG. 9 in relation to support assembly 10. A support assembly ie 10′ appears on the left of the support assembly 10. A compressible expansion joint strip 20′ of the support assembly 10′ extends normally of the compressible expansion joint strip 20 of the support assembly 10. Referring to FIGS. 1 and 9, material from an underneath surface of end region 270 of the base strip 14′ is removed to enable the end region 270 to sit on top of recessed surface 114 of the base strip 14. Material is removed or checked out from the end region 270 so that an end 276 of the base strip 14′ either abuts or is positioned close to an abutting surface 278 of the base strip 14.

With the support assemblies 10 and 10′ positioned as shown in FIG. 9 the corresponding base strips 14 and 14′ are attached relative to each other using a base strip locator in the form of base strip locator 280. The base strip locator 280 includes a locating slot 282 and another locator in the form of base strip locating lug 284. The locating slot 282 has the features described in relation to locating slots 60 and 62 and is designed for attachment to the outer locating wall 80 as described above in relation to the locating slot 60 and outer locating wall 80. The locating lug 284 is designed to sit above the upper surface 104 of the base strip 14′ and locate the end region 270 of the base strip 14′ between the locating lug 284 and the recessed surface 114 of the base strip 14. The strip covers 16 and 16′ of the respective support assemblies 10 and 10′ are attached via an angled bracket 290.

The base strip locator 280 may, for example, in place of the base strip locating lug 284 include another locating slot (not shown) identical to the locating slot 282 but designed for attachment to outer locating walls 80′ or 82′ of the base strip 14′.

FIG. 10 corresponds to FIG. 9 and includes angled brackets 350 and 352 in place of the angled bracket 290. FIG. 10 also shows that part of the outer locating wall 80 of the base strip 14 has been removed to provide an unobstructed region adjacent the central locating wall 84′ of the base strip 14′ which extends through to the central locating wall 84 of the base strip 14.

FIG. 11 shows a support module 300 which is effectively identical to the support modules 12 and 12′ except that it includes intersecting U-shaped channels 302 and 304. The support module 300 therefore provides alternative means to that described in relation to FIGS. 9 and 10 to join compressible expansion joint strips that extend normally of each other. Intersecting base strips are joined as described above in relation to base strips 14 and 14′ of FIGS. 9 and 10. The compressible expansion joint strip (not shown) which is received within the U-shaped channel 304 would normally extend continuously through the intersection with the U-shaped channel 302 and compressible expansion joint strips of channel 302 would normally abut the continuous expansion joint strip.

Support assemblies 10 and 140 can also be joined to corresponding support assemblies which are aligned with those support assemblies for end to end connection of corresponding expansion joints. End to end connection of base strips 14 is shown in FIG. 12. This end to end connection includes an end to end base strip coupling 360. The base strip coupling 360 includes barbs 362 which are designed for removable attachment to locating walls 80, 82 and 84 of the base strip 14 as described above in relation to the support assemblies 10 and 140.

Support assemblies 10 and 140 of these embodiments of the present invention provide a number of advantages:

(a) quick and easy assembly involving placement of freestanding integrally formed support modules 12 and 142.

(b) sealing of an expansion joint from underneath abutting concrete slabs to prevent termites or moisture passing upwardly through the expansion joint; and

All publications mentioned in this specification are herein incorporated by reference. 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 anywhere before the priority date of each claim of this application.

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. For example, an inverted T-shaped support leg may replace the planar legs 26 and 28 of the support assembly 10, in which case, the base strip 14 would not include the central locating wall 84. This alternative support leg could, for example, attach to the adjoining base 36 of the U-shaped channel 24. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive.

It should be understood that various changes and modifications to the presently preferred embodiments described herein will be apparent to those skilled in the art. Such changes and modifications can be made without departing from the spirit and scope of the present invention and without diminishing its intended advantages. It is therefore intended that such changes and modifications be covered by the appended claims.

Concrete Expansion Joint Forming Device

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