NZ790184A - An edge protection system – joint orientation marker - Google Patents

An edge protection system – joint orientation marker

Info

Publication number
NZ790184A
NZ790184A NZ790184A NZ79018422A NZ790184A NZ 790184 A NZ790184 A NZ 790184A NZ 790184 A NZ790184 A NZ 790184A NZ 79018422 A NZ79018422 A NZ 79018422A NZ 790184 A NZ790184 A NZ 790184A
Authority
NZ
New Zealand
Prior art keywords
joint
intersection
armoured
plate
edge
Prior art date
Application number
NZ790184A
Inventor
Greg Stephen Mason
Ryan Rogers
Original Assignee
Illinois Tool Works Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Illinois Tool Works Inc filed Critical Illinois Tool Works Inc
Publication of NZ790184A publication Critical patent/NZ790184A/en

Links

Abstract

edge protection system including a first expandable armoured joint to protect a first joint extending in a first direction, a second expandable armoured joint to protect a second joint extending in a second direction and an intersection module at an intersection of the first expandable armoured joint and the second expandable armoured joint, wherein the intersection module has an indicator to enable a user to ensure correct orientation of the intersection module. oint and the second expandable armoured joint, wherein the intersection module has an indicator to enable a user to ensure correct orientation of the intersection module.

Description

An edge protection system including a first expandable armoured joint to protect a first joint ing in a first direction, a second expandable armoured joint to protect a second joint extending in a second direction and an intersection module at an intersection of the first expandable armoured joint and the second expandable armoured joint, n the intersection module has an indicator to enable a user to ensure correct orientation of the intersection module.
NZ 790184 AN EDGE PROTECTION SYSTEM – JOINT ORIENTATION MARKER FIELD OF THE INVENTION The invention relates broadly to an edge protection system, or an armoured joint, for protecting the edges of components formed of settable material such as concrete. The components formed of settable material may be in the form of te ng components, for example, flooring components of industrial concrete flooring. The invention relates to a fully d wave plate and, more particularly, but not exclusively, to a fully bridged and supported top wave plate.
BACKGROUND TO THE INVENTION It is known that the edges of components formed of settable material – such as concrete – may be subject to damage. In particular, where the components formed of settable material are in the form of concrete flooring components forming a floor surface (such as in a warehouse or storage facility), the edges of the te flooring components may be subject to damage as forklifts and the like travel from one concrete component onto a neighbouring concrete component. This damage may be exacerbated where one ng component rises relative to the neighbouring flooring ent forming a raised bump which is t to wear.
It has been proposed to provide an edge protection system to protect the edges of concrete flooring components. However, the ant has determined that existing edge tion systems are relatively expensive, may be over-engineered, may be subject to incorrect installation and/or may not adequately prevent movement of one concrete panel relative to a neighbouring concrete panel. Examples of the t invention aim to improve the life-cycle of a material handling equipment (MHE) crossing by ing an impact free joint, providing an alternative to straight gap systems with wheel impact.
The applicant has determined that it would be advantageous for there to be provided an improved edge protection system which alleviates or at least ameliorates one or more of the disadvantages of ng edge protection systems. In particular, the applicant has identified that it would be ageous for there to be provided a joint edge management system which provides load er, protecting concrete edges from spalling caused by materials handling equipment (MHE) with small hard wheels, travelling at speed, carrying high loads.
SUMMARY OF THE INVENTION There is disclosed a joint edge protection apparatus for protecting an edge of a first component formed of settable material and an edge of a second component formed of settable material at a joint, wherein the apparatus includes a first anchorage part for anchoring within the first component and a second age part for ing within the second component, a first plate coupled to the first anchorage part, a second plate coupled to the second age part, the first plate defining a first abutment surface, the second plate defining a second abutment surface, wherein the first abutment surface and the second abutment surface are shaped to facilitate abutment of at least a portion of the second abutment e against the first abutment surface, and wherein the second anchorage part is adapted to be movable relative to the first age part from an abutting configuration in which at least a n of the second nt surface is in nt with the first abutment surface to a spaced configuration in which the second abutment surface is spaced relative to the first abutment surface, n the first anchorage part defines a support surface to t the second plate as the second anchorage part is moved between the abutting configuration and the spaced configuration, and wherein, in the abutting configuration an interface between the first abutment surface and the second abutment surface is offset relative to an interface between the first anchorage part and the second anchorage part such that the interface of the first abutment surface and the second abutment surface is positioned above the support surface.
Preferably, the first abutment surface and the second abutment surface are correspondingly shaped to facilitate abutment of the second abutment surface against the first abutment surface, such that in the abutting configuration the second abutment surface is in abutment with the first abutment surface.
Preferably, the first abutment e and the second abutment surface are pondingly shaped with a wave shape to facilitate abutment of the second nt surface against the first abutment surface. In one form, the wave shape of the first abutment surface is matched to the wave shape of the second abutment surface to facilitate continuous abutment in the abutting configuration. In an alternative form, the wave shape of the first abutment surface is mismatched to the wave shape of the second abutment surface to facilitate periodic abutment in the abutting uration.
In a preferred form, the tus is arranged such that a gap between the first abutment surface and the second abutment surface, throughout a range of movement, is located above said support surface such that the gap is fully spanned by the t surface.
More preferably, the gap is fully bridged by the t surface such that contaminants including vermin and debris are prevented from entering the joint between the first component and the second component. Even more preferably, the fully bridged gap provides a well for application of joint material. In one example, the joint material is in the form of a joint epoxy and/or sealant.
Preferably, the range of movement corresponds to a gap between the first abutment surface and the second abutment surface being between 0 mm and 20 mm.
In a preferred form, said , in use, results in the ace between the first abutment e and the second abutment surface being offset from a centre of the joint between the first component and the second component.
Preferably, the first anchorage part includes a first lacer bar supported by a series of spaced ribs.
It is preferred that the second anchorage part includes a second lacer bar supported by a series of spaced ribs.
Preferably, the or each lacer bar is in the form of a rail.
There is also disclosed a joint edge protection apparatus for protecting an edge of a first component formed of settable material and an edge of a second component formed of settable material at a joint, wherein the apparatus includes a first anchorage part for ing within the first ent and a second anchorage part for anchoring within the second component, the first anchorage part being provided with a first plate, the second anchorage part being provided with a second plate, the first plate ng a first interface surface, the second plate defining a second interface surface, wherein the first interface surface and the second interface surface are shaped to facilitate nt of at least a portion of the second interface surface t the first interface surface, and wherein the second anchorage part is adapted to be movable relative to the first anchorage part from an abutting configuration in which at least a portion of the second interface surface is in abutment with the first interface surface to a spaced configuration in which the second interface surface is spaced ve to the first interface surface, wherein the first interface surface and the second interface surface are each shaped with a wave shape, wherein the wave shape of the first ace surface is mismatched to the wave shape of the second interface surface to facilitate periodic abutment of the second interface surface against the first interface surface in the abutting uration.
There is also disclosed an ed joint for protecting an edge of a first component formed of settable material and an edge of a second component formed of settable material at a joint, n the apparatus includes a first age part for anchoring within the first component and a second anchorage part for anchoring within the second component, a first plate coupled to the first anchorage part, a second plate coupled to the second anchorage part, the first plate defining a first abutment surface, the second plate defining a second abutment surface, wherein the first abutment surface and the second abutment surface are correspondingly shaped to facilitate nt of the second abutment surface t the first abutment surface, and wherein the second anchorage part is adapted to be movable relative to the first anchorage part from an abutting configuration in which the second abutment surface is in abutment with the first abutment surface to a spaced uration in which the second abutment e is spaced relative to the first abutment surface, wherein the first anchorage part includes an elongated angled anchorage lacer bar, the elongated angled anchorage lacer bar being supported by a series of spaced ribs and the rail being tilted out of the plane of the ribs.
Preferably, the elongated angled anchorage lacer bar is ntially perpendicular to the first plate.
Preferably, the first anchorage part and the second anchorage part each have a respective elongated angled anchorage lacer bar, each of the respective elongated angled anchorage lacer bars being supported by a respective series of spaced ribs and each lacer bar being tilted out of the plane of the respective ribs.
It is preferred that the armoured joint includes at least one dowel for maintaining level of the second anchorage part relative to the first anchorage part.
In one form, the anchorage lacer bar varies in width n ribs.
Preferably, each of the spaced ribs has a tapered foot which tapers outwardly into the lacer bar. More preferably, each tapered foot progressively tapers outwardly into the lacer ably, each rib is bent at the tapered foot such that the lacer bar is tilted out of a plane of the ribs.
In a preferred form, each of the ribs is angled at an acute angle relative to the first plate, and the lacer bar is tilted to be substantially perpendicular to the first plate.
Preferably, between each pair of successive ribs, an upper edge of the lacer bar is tapered progressively outwardly then progressively inwardly.
It is red that, between each pair of successive ribs, an upper edge of the lacer bar has a generally wave-like form. More preferably, between each pair of successive ribs, the upper edge of the lacer bar has a single wave form.
In one form, the lacer bar is in the form of a part of sheet metal.
There is also sed, an armoured joint for protecting an edge of a first component formed of settable material and an edge of a second component formed of settable material at a joint, wherein the apparatus includes a first anchorage part for anchoring to the first component and a second anchorage part for anchoring to the second component, a first plate coupled to the first anchorage part, a second plate d to the second age part, the first plate defining a first edge, the second plate defining a second edge, wherein the first edge and the second edge are correspondingly shaped to facilitate bringing together of the first edge and the second edge, and wherein the second age part is adapted to be movable relative to the first anchorage part from a close configuration in which the second edge is brought er with the first edge to a spaced configuration in which the second edge is spaced relative to the first edge, wherein the first anchorage part or the second anchorage part has a support section, the armoured joint including a bracket for supporting the ed joint ve to a ground e, the bracket comprising an angled upper leg and an angled lower leg, wherein the bracket is fixed to the support section by the angled upper leg and the angled lower leg, the angled upper leg being fixed to the support section to extend downwardly from the support section at a first angle and the angled lower leg being fixed to the support section to extend upwardly from the support section at a second angle of the same magnitude as the first angle.
Preferably, a distal end of the upper leg is fixed relative to a distal end of the lower It is preferred that the upper leg is in the form of a straight part and the lower leg is in the form of a straight part.
Preferably, the upper leg is provided with an aperture for receiving a support stake, for supporting the armoured joint relative to a ground surface, and the lower leg is ed with an aperture for receiving the support stake. More preferably, the aperture of the upper leg and the aperture of the lower leg are arranged to receive the support stake with the support stake in a substantially perpendicular orientation relative to a plane of the first plate.
Even more preferably, the apertures and the support stake are arranged to provide a g condition in which the stake is able to be slid relative to the bracket and a locked condition in which the stake is locked against sliding relative to the bracket, wherein the stake is d about its longitudinal axis relative to the bracket n the sliding condition and the locked condition.
Preferably, the upper leg meets the lower leg at a bent portion of the bracket.
In a preferred form, the upper leg meets the lower leg at an intermediate vertical n between the upper leg and the lower leg.
Preferably, the t is symmetrical in a horizontal central plane.
There is also disclosed an assembly including an armoured joint as described above, in combination with a stake, wherein the stake extends through the upper leg and the lower Preferably, the stake is rcular and an aperture in each of the upper leg and lower leg is non-circular, such that the stake is able to be rotated relative to the bracket between a g condition, in which the stake is able to be slid relative to the bracket, and a locked condition, in which the stake is locked against sliding relative to the bracket.
In a preferred form, the first anchorage part includes an ted angled anchorage lacer bar, the elongated angled anchorage lacer bar being supported by a series of spaced ribs and the lacer bar being tilted out of the plane of the ribs.
Preferably, the first anchorage part defines a support surface to support the second plate as the second age part is moved between the close configuration and the spaced configuration, and wherein, in the close configuration an interface between the first edge and the second edge is offset relative to a joint between the first component and the second ent such that the interface of the first edge and the second edge is positioned above the support surface.
Preferably, each of the apertures is in the shape of a slot, and the stake has a crosssectional shape having opposed parallel flat sides connected at either end by a round portion.
There is also disclosed an edge protection system including a first expandable ed joint to protect a first joint extending in a first direction, a second expandable armoured joint to protect a second joint extending in a second direction and an intersection module including a cover plate located at an intersection of the first expandable ed joint and the second expandable armoured joint. ably, the first expandable armoured joint includes a first pair of plates arranged to be moved apart to open a e between the plates in response to expansion of the first joint, and the second expandable armoured joint includes a second pair of plates ed to be moved apart to open a crevice between the plates in response to expansion of the second joint. More preferably, each of the first pair of plates has a wavy edge, the wavy edges being brought together in a contracted condition of the first expandable armoured joint, and wherein each of the second pair of plates has a wavy edge, the wavy edges being brought together in a contracted condition of the second expandable armoured joint.
Preferably, the cover plate is removable from a remainder of said intersection module. More ically, the plate is ble to facilitate installation. Although not the main function, the removability of the plate may be used for repair and/or top plate replacement.
Preferably, the edge tion system includes an ed t for supporting the intersection module relative to a ground surface, an upper support of the intersection module being adapted to receive the cover plate fastened thereto. More preferably, the anchored support anchors the intersection module in a fixed location relative to the ground surface during expansion of the first expandable armoured joint and the second expandable armoured joint.
In a preferred form, the first joint is a joint between concrete slab sections and the second joint is a joint between concrete slab sections. More preferably, the cover plate is a load supporting member being braced by each slab section when the slab sections move through slab shrinkage. Even more preferably, the cover plate is a load supporting member being braced by each slab section when the slab sections move through slab shrinkage with each slab moving up to 20 mm.
In a preferred form, the intersection module includes a central support column, the central support column having an upper support plate and a lower anchor plate, the cover plate being fastened to the upper support plate so as to be connected to the central support column and the lower anchor plate to remain vertically coupled to the te slab sections.
More preferably, the edge protection system includes a stake which is ed through the central support column for supporting the ection module relative to the ground surface.
Preferably, the upper support plate is in the form of an upper cleat plate which is spaced vertically from the lower anchor plate.
In a preferred form, the stake is in the form of a star picket. More preferably, the stake is arranged to prevent the central support column from rotating relative to the ground surface and from translational movement relative to the ground surface. Even more preferably, the cleat plate and the lower anchor plate restrict movement of the star picket rly at spaced ons of the central t column.
Preferably, the first direction is not parallel to the second direction. More preferably, the first direction is perpendicular to the second direction.
There is also disclosed an edge protection system ing a first expandable armoured joint to protect a first joint extending in a first direction, a second expandable armoured joint to protect a second joint extending in a second direction and an intersection module at an intersection of the first expandable armoured joint and the second expandable ed joint, wherein the first expandable armoured joint has a first joint line, the second expandable armoured joint has a second joint line, and wherein the intersection module provides a perimeter joint line such that there is a continuous joint line ing the first joint line, the perimeter joint line and the second joint line.
Preferably, the intersection module includes a cover plate, and the continuous joint line extends at least partially around a perimeter of the cover plate n the first joint line and the second joint line.
Preferably, the first joint line has a generally wavy form and the second joint line has a generally wavy form. More preferably, the cover plate is arranged such that, regardless of where lengths of the wavy first and second joints are cut, the wavy first joint line and the wavy second joint line will connect to the active joint line of the intersection module. In one form, the cover plate is arranged to ensure such that joint lines are matched to standard joint runs.
Preferably, joint openings at the perimeter of the cover plate are halved in thickness when used in a four-way intersection configuration. More preferably, a joint gap is split up on either side of the cover plate.
In accordance with the t invention, there is provided an edge protection system including a first expandable armoured joint to protect a first joint extending in a first direction, a second expandable armoured joint to protect a second joint extending in a second direction and an intersection module at an intersection of the first expandable armoured joint and the second expandable armoured joint, wherein the intersection module has an indicator to enable a user to ensure correct orientation of the intersection module.
Preferably, the intersection module includes a cover plate which is generally symmetrical in shape. More preferably, the cover plate is generally octagonal in shape.
In one form, the indicator is in the form of a discreet marking.
In one ular form, the indicator is in the form of a small hole in the cover plate.
Preferably, the indicator is provided to enable a user to orientate joints during installation on-site in a common direction to ensure joint lines match.
In a preferred form, the indicator is positioned in one of four orientations on a first intersection module on-site depending upon a first pour location. More ably, uent ection modules are placed each with the respective tor oriented in the same direction as for the first intersection .
Preferably, the ection module is arranged to allow for two-way, three-way and four-way intersections to be formed without adjusting ation of the intersection module.
Preferably, the indicator is repeated on a plurality of assembly pieces of the intersection module to assist with orientation of star picket guides to a common orientation.
More preferably, the indicator is repeated on an upper t plate and a lower support plate of a support column of the intersection module.
In one form, the first expandable armoured joint has a first joint line, the second expandable armoured joint has a second joint line, and the intersection module es a perimeter joint line such that there is a continuous joint line including the first joint line, the perimeter joint line and the second joint line.
BRIEF DESCRIPTION OF THE GS The invention is further described by way of non-limiting example only with reference to the accompanying drawings, in which: Figure 1 shows a perspective view of a joint edge protection tus having fully bridged and ted top wave plates; Figure 2 shows a cross sectional view of the joint edge protection apparatus cast into concrete slabs; Figure 3 shows a top perspective view of the joint edge protection apparatus having a wave-like gap n the plates filled; Figure 4 shows a side perspective view of a joint edge protection apparatus having a disruptive folded continuous sheet metal anchor rail; Figure 5 shows a cross sectional view of the joint edge protection apparatus showing transfer of forces; Figure 6 shows a detailed side view of the tive folded anchor rail depicting passage of forces; Figure 7 shows a further detailed side view of the disruptive folded anchor rail; Figure 8 shows a cross nal view of an anti-skew stake bracket; Figure 9 shows a further cross sectional view of the stake bracket shown supporting a joint edge protection apparatus; Figure 10 shows free and locked orientations of a stake relative to an aperture of the stake bracket; Figure 11 shows a top perspective view of an edge protection system having a floating cover plate at an intersection; Figure 12 shows detail of an intersection module including the cover plate; Figure 13 shows a sectional view of the intersection top plate anchorage through the central column; Figure 14 shows a top perspective view of the intersection module shown anchored by a stake; Figure 15 shows a side view of the intersection module shown anchored by the stake; Figure 16 shows a top view of an intersection module providing a continuous perimeter joint line; Figure 17 shows a top view of the intersection module shown at a four-way intersection of joint gap openings; Figure 18 shows a top view of the intersection module shown at a three-way intersection of joint gap openings; Figure 19 shows a top view of the intersection module shown at a two way intersection of joint gap openings; Figure 20 shows a top view of the intersection module having a joint ation marker on the top plate; Figure 21 shows a top perspective view of an edge protection system having a plurality of intersection s, each of the intersection modules having a marker oriented in a common direction; Figure 22 shows a top perspective view of the edge protection system in a four-way ection, showing orientation of the marker; Figure 23 shows a top perspective view of the edge protection system in a three-way intersection, showing orientation of the marker; Figure 24 shows a top perspective view of the edge protection system in a two way intersection, showing orientation of the marker; Figure 25 shows the marker being replicated on le components of the intersection module to ensure correct relative orientation/alignment of the components; Figure 26 shows fully bridged wave plates – end view (offset joint lines); Figure 27 shows fully bridged wave plates – end view (offset joint lines with hidden); Figure 28 shows fully bridged wave plates – perspective (offset joint lines); Figure 29 shows fully d wave plates – perspective (offset joint lines, with filler); Figure 30 shows fully bridged wave plates – perspective (open); Figure 31 shows fully bridged wave plates – – perspective (open, with filler); Figure 32 shows fully d wave plates – perspective (closed); Figure 33 shows fully d wave plates – plan view (closed); Figure 34 shows fully bridged wave plates – plan view ; Figure 35 shows disruptive folded anchor rail – end view (simples, one side); Figure 36 shows disruptive folded anchor rail – end view; Figure 37 shows disruptive folded anchor rail – front view; Figure 38 shows disruptive folded anchor rail – perspective (full joint, simple); Figure 39 shows disruptive folded anchor rail – perspective (one side); Figure 40 shows disruptive folded anchor rail – perspective (one side, rail only); Figure 41 shows tive folded anchor rail – top view (one side); Figure 42 shows anti skew stake bracket – end view (simple); Figure 43 shows anti skew stake bracket – end view; Figure 44 shows anti skew stake bracket – perspective (locked ; Figure 45 shows anti skew stake bracket – perspective (loose stake); Figure 46 shows anti skew stake bracket – – perspective (simple); Figure 47 shows anti skew stake bracket – perspective; Figure 48 shows anti skew stake bracket – plan view (locked stake); Figure 49 shows anti skew stake bracket – plan view (loose stake); Figure 50 shows ng cover plate on intersection – perspective (centre column); Figure 51 shows floating cover plate on ection – ctive (step 1); Figure 52 shows floating cover plate on intersection – perspective (step 2); Figure 53 shows floating cover plate on intersection – perspective (step 3); Figure 54 shows floating cover plate on intersection – perspective (step 4); Figure 55 shows floating cover plate on intersection – perspective (step 5); Figure 56 shows floating cover plate on ection - plan view (centre column); Figure 57 shows floating cover plate on intersection – plan view (perimeter gap, closed); Figure 58 shows floating cover plate on intersection - plan view (perimeter gap, open); Figure 59 shows floating cover plate on intersection – side view (centre column with hidden); Figure 60 shows floating cover plate on intersection - side view (centre column); Figure 61 shows intersection continuous perimeter joint line – plan view (2-way, open); Figure 62 shows ection uous perimeter joint line – plan view (3-way, open); Figure 63 shows intersection continuous perimeter joint line – plan view (4-way, open); Figure 64 shows intersection continuous perimeter joint line – plan view (closed); Figure 65 shows joint orientation marker – perspective section layout); Figure 66 shows joint orientation marker – perspective (matching holes); Figure 67 shows joint orientation marker – perspective; Figure 68 shows joint ation marker – plan view (intersection layout); Figure 69 shows joint orientation marker – plan view; Figures 70a to 70c show an example of a joint edge protection apparatus having deliberately mismatched waves to facilitate lateral movement; and Figures 71a to 71d show another example of a joint edge protection apparatus having deliberately mismatched waves as well as predefined gaps to facilitate lateral movement.
DETAILED DESCRIPTION 1. FULLY BRIDGED AND SUPPORTED TOP WAVE PLATES With reference to Figures 1 to 7 and Figures 26 to 34, there is shown a joint edge tion apparatus having fully bridged and supported top wave plates in ance with an example of the present invention.
More specifically, there is provided a joint edge tion tus 10 for protecting an edge of a first component 12 formed of settable al and an edge of a second component 14 formed of settable material at a joint 16. The apparatus 10 es a first anchorage part 18 for anchoring within the first component 12 and a second anchorage part 20 for anchoring within the second component 14. The apparatus 10 also includes a first plate 22 coupled to the first anchorage part 18, a second plate 24 coupled to the second anchorage part 20, the first plate 22 defining a first abutment surface 26 and the second plate 24 defining a second abutment e 28.
The first abutment surface 26 and the second abutment surface 28 are correspondingly shaped to facilitate abutment of the second abutment surface 28 against the first abutment surface 26. The second anchorage part 20 is adapted to be movable relative to the first age part 18 from an abutting configuration (the Figure 32) in which the second abutment surface 28 is in abutment with the first nt surface 26 to a spaced configuration (the Figure 30) in which the second abutment surface 28 is spaced relative to the first abutment surface 26. The first anchorage part 18 defines a support surface 30 to support the second plate 24 as the second anchorage part 20 is moved between the abutting uration and the spaced configuration. In the abutting configuration, an interface between the first nt surface 26 and the second abutment surface 28 is offset relative to an interface between the first anchorage part 18 and the second anchorage part 20 such that the interface of the first abutment e 26 and the second abutment surface 28 is positioned above the support surface 30. In other words, the line of abutment between the first abutment surface 26 and the second abutment surface 28 is offset relative to the joint 16 such that the second plate 24 is supported by the first anchorage part 18 having the support surface 30.
The first abutment surface 26 and the second abutment surface 28 are correspondingly shaped with a wave shape (the Figure 1) to facilitate abutment of the second abutment surface 28 against the first abutment surface 26.
In the preferred example shown in the drawings, the apparatus 10 is arranged such that a gap 32 between the first abutment surface 26 and the second abutment surface 28, throughout a range of movement, is located above the support surface 30 such that the gap 32 is fully spanned by the support surface 30. In this way, the gap 32 is fully bridged by the support surface 30 such that debris is prevented from entering the joint 16 between the first component 12 and the second component 14. The fully d gap 32 may provide a well 34 for application of joint al 36. The joint al 36 may be in the form of a joint epoxy and/or sealant.
The range of movement corresponds to a gap 32 between the first abutment surface 26 and the second nt surface 28 being between 0 mm and 20 mm.
In use, the offset results in the interface between the first nt e 26 and the second abutment surface 28 being offset from a centre of the joint 16 between the first component 12 and the second component 14.
The first anchorage part 18 may include a first lacer bar 38 supported by a series of spaced ribs 40. Similarly, the second anchorage part 20 may include a second lacer bar 42 supported by a series of spaced ribs 40. Each of the lacer bars 38, 42 may be in the form of a rail.
Accordingly, as will be appreciated from the above, this aspect relates to:  The separation plate and joint line under the top wave plates 22, 24 is offset from the centre of the joint 16 to allow 20mm of supported opening of the waved top plates 22, 24 while fully supporting both sides of the joint 16 with concrete and steel.
 The ant waved gap 32 between wave plates 22, 24 at 20mm is fully enclosed and does not allow debris the enter the remaining section (slab height - 6mm) of the joint 16.
 Enclosing the joint gap 32 with the t surface 30 helps to reduce corrosion and g s) of the load transfer mechanisms (dowels).
 The fully enclosed d gap 32 can act as a 6mm deep well 34 for application of joint epoxies and sealants (if required). Epoxy is fully supported by steel and concrete.
 The bridged gap 32 acts as barrier against foreign objects entering the potential 20mm joint 16. 2. DISRUPTIVE FOLDED CONTINUOUS SHEET METAL ANCHOR RAIL With reference to Figures 5 to 7 and Figures 35 to 41, there is also disclosed an armoured joint having a disruptive folded continuous sheet metal anchor rail.
More specifically, as shown in Figures 5 to 7, the joint edge protection apparatus 10 forms an armoured joint having a disruptive folded continuous sheet metal anchor rail. In particular, the armoured joint protects an edge of the first component 12 formed of settable material and an edge of the second component 14 formed of settable al at the joint 16.
The apparatus 10 includes the first anchorage part 18 for anchoring within the first component 12 and the second age part 20 for anchoring within the second component 14. The first plate 22 is coupled to the first anchorage part 18 and the second plate 24 is coupled to the second anchorage part 20. The first plate 22 defines the first abutment surface 26, and the second plate 24 defines the second abutment surface 28. The first abutment surface 26 and the second abutment surface 28 are correspondingly shaped to facilitate abutment of the second abutment surface 28 against the first nt surface 26. The second anchorage part 20 is adapted to be movable ve to the first anchorage part 18 from an abutting configuration (see Figure 32) in which the second abutment surface 28 is in abutment with the first abutment surface 26 to a spaced configuration (see Figure 30) in which the second abutment surface 28 is spaced relative to the first abutment surface 26. The first anchorage part 18 includes the first lacer bar 38 which is in the form of an elongated angled anchorage lacer bar 38. The first lacer bar 38 is supported by a series of the spaced ribs 40 and the first lacer bar 38 is in the form of a rail which is tilted out of a plane of the ribs 40 (see Figure 5).
The ted angled age lacer bar 38 is substantially perpendicular to the first plate 22. In particular, as seen in figure 5, the first lacer bar 38 may be substantially vertical whereas the first plate 22 may be substantially ntal for supporting forklifts and the like moving across a working floor surface.
As can be seen in Figure 5, the first anchorage part 18 and the second anchorage part each have a respective elongated angled anchorage lacer bar 38, 42. Each of the respective elongated angled age lacer bars are supported by a respective series of spaced ribs 40 and each lacer bar is tilted/bent out of a plane of the respective ribs 40. In this way, the joint edge protection tus 10 is provided with a disruptive folded continuous sheet metal anchor rail which provides more consistent anchorage along the armoured joint.
The armoured joint in the form of the joint edge protection apparatus 10 may include at least one dowel 44 for maintaining level of the second anchorage part 20 relative to the first anchorage part 42. In particular, as shown in Figure 3 and Figure 4, the joint edge protection apparatus 10 may include a plate dowel which is movable within one or more housing/sheath/sleeve fitted to the second age part 20 and/or the first anchorage part 18. The dowel 44 may be in the form of a plate dowel being generally rectangular or square in shape and, in situ, having edges extending at an angle to a central axis of the joint 16. In ular, the plate dowel may have edges extending at an angle of approximately 45° to a central axis of the joint.
As can be seen in Figure 4, the anchorage lacer bar 42 varies in width between the ribs 40. Specifically, it can be seen that, between adjacent ribs 40, the lacer bar 42 increases in width to a thickest portion which is midway between the adjacent ribs 40. This is achieved by having a straight lower edge to the lacer bar 42 and a tapered upper edge to the lacer bar 42, which upper edge tapers outwardly to an apex 46 which is midway between the nt ribs 40.
Accordingly, in this way, between each pair of successive ribs 40, the upper edge of the lacer bar 42 is tapered progressively outwardly to the apex 46 and then progressively inwardly to the next rib 40. As such, between each pair of sive ribs 40, the upper edge of the lacer bar 42 has a generally wave-like form. Even more specifically, in the example shown, between each pair of successive ribs 40 the upper edge of the lacer bar 42 has a single wave form. The lacer bar 42 may be in the form of a part of sheet metal.
As can be seen in Figure 6 and Figure 7, each of the spaced ribs 40 has a tapered foot 48 which tapers outwardly into the lacer bar 42. Each d foot 48 progressively tapers outwardly into the lacer bar 42. As will be appreciated in symmetry, the first lacer bar 38 may take a similar form to the second lacer bar 42, as shown in Figure 6 and Figure 7.
Each rib 40 may be bent at the tapered foot 48 such that the lacer bar 42 is tilted out of a plane of the ribs 40 (see Figure 5. In the ular example shown in the drawings, each of the ribs 40 is angled at an acute angle relative to the first plate 22 (that is, an outside angle between the ribs 40 and the horizontal is an acute angle), and the second lacer bar 42 is tilted to be substantially perpendicular to the first plate 22. Similarly, the first lacer bar 38 is also tilted to be ntially perpendicular to the first plate 22.
Accordingly, as will be appreciated from the above, this aspect relates to:  A continuous sheet metal studding rail – or lacer bar – to anchor the joint evenly into the concrete components. More consistent anchorage along the armoured plate joint may be achieved with this ement.
 Large cut-outs to allow adequate concrete and aggregate flow around anchor points and under joint plates.
 Folded through anchor point to provide better ut resistance. That is, the arrangement requires the fold to un-bend before the anchor can pull out. This removes a sheet metal blade nature of anchorage.
 Fold on end of anchor points is connected n points by a sheet metal lacer bar – this ties anchorage at each stud into the neighbouring points, sing pull out resistance.
 The lacer bar fold adds ess and rigidity to the entire rail length.
 Cut-outs are broken up along the rail length with the cut-outs continuing around the fold. This potentially removes a crack-inducing nature of a straight edge in the slab.
 Additional wave formation along the straight edge n anchor points ses the surface area of the bottom of the cut-out giving better anchorage. 3. ANTI-SKEW STAKE BRACKET Turning to Figures 8, 9 and 42 to 49, there is also shown a joint edge protection apparatus 10 being supported by an anti-skew stake bracket 50. Advantageously, the bracket 50 has mirrored angled legs which provide stronger support for heavier joints, achieved by the arc of movement of the legs.
More specifically, as will be iated from the above, the joint edge protection apparatus 10 provides an armoured joint for protecting an edge of the first component 12 formed of settable al and an edge of the second component 14 formed of settable al at the joint 16. The apparatus 10 includes the first anchorage part 18 for anchoring to the first component 12 and the second anchorage part 20 for anchoring to the second component 14. The apparatus 10 also includes the first plate 22 coupled to the first anchorage part 18 and the second plate 24 coupled to the second anchorage part 20. The first plate 22 defines the first abutment surface 26 in the form of a first edge and the second plate 24 defines the second abutment surface 28 in the form of a second edge. The first edge 26 and the second edge 28 are correspondingly shaped to facilitate bringing together of the first edge 26 and the second edge 28. In particular, the second anchorage part 20 is adapted to be e relative to the first anchorage part 18 from a close configuration (see Figure 32) in which the second edge 28 is brought together with the first edge 26 to a spaced configuration (see Figure 30) in which the second edge 28 is spaced relative to the first edge 26.
The first anchorage part 18 or the second anchorage part 20 has a support section 52, the armoured joint ing the bracket 50 for supporting the armoured joint relative to a ground surface. The t 50 comprises an angled upper leg 54 and an angled lower leg 56, the bracket 50 being fixed to the support section 52 by the angled upper leg 54 and the angled lower leg 56. With reference to Figure 9, the angled upper leg 54 is fixed to the support section 52 to extend downwardly from the support section 52 at a first angle 58, and the angled lower leg 56 is fixed to the support section 52 to extend upwardly from the support n 52 at a second angle 60 of the same magnitude as the first angle 58.
A distal end 62 of the upper leg 54 is fixed relative to a distal end 64 of the lower leg 56. The distal end 62 of the upper leg 54 may be ted to the distal end 64 of the lower leg 56 by way of an intermediate portion as shown in Figure 8, or, alternatively, may be directly connected as shown in Figure 9. The upper leg 54 may be in the form of a straight part and the lower leg 56 may be in the form of a straight part.
As shown in Figures 9 and 10, the upper leg 54 may be provided with an aperture 66 for receiving a support stake 68, for supporting the armoured joint relative to a ground surface, and the lower leg 56 may be provided with an aperture 70 for receiving the support stake 68. The aperture 66 of the upper leg 54 and the aperture 70 of the lower leg 56 are arranged to receive the support stake 68 with the support stake 68 in a substantially perpendicular orientation relative to a plane of the first plate 22. In other words, the support stake 68 may be substantially vertical whereas the first plate 22 is ntially horizontal.
Turning to Figure 10, the apertures 66, 70 and the support stake 68 are arranged to e a sliding condition (see and side of Figure 10) in which the stake 68 is able to be slid relative to the bracket 50 and a locked ion (the hand side of Figure 10) in which the stake 68 is locked against sliding relative to the bracket 50. This may be achieved, as shown, by configuring the apertures 66, 70 each as an elongated slot, with the stake 68 having a cross-section with parallel straight sides. In this way, the stake 68 is rotated about its longitudinal axis relative to the bracket 50 between the sliding condition and the locked condition.
The upper leg 54 may meet the lower leg 56 at a bent portion of the bracket 50, as shown in Figure 9. Alternatively, the upper leg 54 may meet the lower leg 56 at an intermediate vertical section between the upper leg 54 and the lower leg 56. The bracket 50 may be symmetrical in a horizontal central plane.
There may also be provided the armoured joint together with the stake in an assembly. In other words, there may be provided an assembly including an armoured joint as bed above, in combination with a stake, wherein the stake extends through the upper leg and the lower leg.
As shown clearly in Figure 10, the stake 68 is non-circular and the aperture 66, 70 in each of the upper leg 54 and lower leg 56 is rcular. In this way, the stake 68 is able to be rotated ve to the bracket 50 between a sliding ion, in which the stake 68 is able to be slid relative to the bracket 50, and a locked condition, in which the stake 68 is locked against sliding relative to the bracket 50.
The first anchorage part 18 may include the elongated angled anchorage lacer bar 38, the elongated angled anchorage lacer bar 38 being supported by a series of spaced ribs 40 and the lacer bar 38 being tilted out of the plane of the ribs 40.
The first anchorage part 18 may define the support surface 30 to t the second plate 24 as the second anchorage part 20 is moved between the close configuration and the spaced configuration. In the close configuration, an interface between the first edge 26 and the second edge 28 is offset relative to the joint 16 between the first component 12 and the second component 14 such that the interface of the first edge 26 and the second edge 28 is positioned above (and supported by) the support e 30.
Each of the apertures 66, 70 may be in the shape of a slot (see Figure 10), and the stake 68 may have a cross-sectional shape having opposed parallel flat sides connected at either end by a round portion.
Accordingly, as will be appreciated from the above, this aspect s to:  Mirrored angled legs 54, 56 of the stake bracket 50 provide stronger support for heavier joints. They resist skewing under weight by requiring the angled leg to overcome the mirrored angle of the opposing leg of the bracket 50 before skewing.
 Angled nature of t 50 moves fixing points on separation plate both higher (on top) and lower (on bottom) to help brace the joint where it is required.
 Stake brackets 50 have slots 66, 70 which work with twist-and-lock stakes 68 for joint height adjustment, ing and lock-off. 4. FLOATING COVER PLATE SYSTEM ON INTERSECTION With reference to Figures 11 to 15 and Figures 50 to 60, there is disclosed an edge protection system 72 having a floating cover plate system on an intersection.
Advantageously, the ng cover plate system es a centralised cover plate which allows concrete slab sections at the intersection to open away from the cover plate, leaving the cover plate fixed in place.
More specifically, there is shown an edge protection system 72 ing a first expandable armoured joint 74 to protect a first joint 76 extending in a first direction, a second expandable ed joint 78 to protect a second joint 80 extending in a second direction and an intersection module 82 including a cover plate 84 located at an intersection 86 of the first able armoured joint 74 and the second expandable armoured joint 76. The first expandable armoured joint 74 and the second expandable armoured joint 78 may each be in the form of a joint edge protection apparatus 10 as described above.
The first expandable armoured joint 74 includes a first pair of plates 88 arranged to be moved apart to open a crevice 90 between the plates in response to expansion of the first joint 76, and the second expandable armoured joint 78 includes a second pair of plates 92 arranged to be moved apart to open a crevice 94 between the plates 92 in response to ion of the second joint 80. Each of the first pair of plates 88 has a wavy edge 96, the wavy edges 96 being brought together in a contracted ion of the first expandable armoured joint 74. Each of the second pair of plates 92 also has a wavy edge 96, the wavy edges 96 being brought together in a contracted condition of the second expandable armoured joint 78.
The cover plate 84 is removable from a remainder of the intersection module 82.
The edge protection system 72 includes an anchored support 98 for supporting the intersection module 82 ve to a ground surface. An upper support 100 of the intersection module 82 is adapted to receive the cover plate 84 fastened thereto. The anchored support 98 anchors the intersection module 82 in a fixed location relative to the ground surface during expansion of the first able armoured joint 74 and the second able armoured joint 78.
In the example shown, the first joint 76 is a joint between concrete slab sections 102 and the second joint 80 is also a joint between concrete slab sections 102. The cover plate 84 is a load supporting member being braced by each slab n 102 when the slab sections 102 move through slab shrinkage. In particular, it is typical for the slab sections 102 to shrink during drying of the concrete. More specifically, the cover plate 84 is a load supporting member being braced by each slab section 102 when the slab sections 102 move through slab shrinkage with each slab moving up to 20 mm. This support may be achieved by way of the intersection module 82 having a separate anchorage part 104 for each of the separate slab sections 102, such that each anchorage part 104 is cast into a respective one of the slab sections 102. In turn, the anchorage parts 104 are vertically supported by a central lower shoulder 106 and a central upper shoulder 108 of the intersection module 82.
The ection module 82 includes a central support column 110, the l support column 110 having an upper support plate (in the form of central upper shoulder 108) and a lower anchor plate (in the form of central lower shoulder 106), the cover plate 84 being fastened to the upper t plate 108 so as to be connected to the central support column 110 and the lower anchor plate 106 to remain vertically coupled to the concrete slab ns 102.
The edge protection system 72 includes a stake 112 which is inserted through the central support column 110 for supporting the intersection module 82 relative to the ground surface. The upper support plate al upper shoulder 108) may be in the form of an upper cleat plate which is spaced vertically from the lower anchor plate (central lower shoulder 106).
The stake 112 may be in the form of a star picket. The stake 112 may be arranged to prevent the central support column 110 from rotating relative to the ground surface and from translational movement relative to the ground surface, as depicted by arrows in Figures 14 and 15. The cleat plate 108 and the lower anchor plate 106 ct movement of the star picket angularly at spaced locations of the central support column 110.
In the example shown in the drawings, the first direction is not parallel to the second ion such that the first joint 76 is not el to the second joint 80. More specifically, in the e shown in the gs, the first direction is perpendicular to the second direction such that the first joint 76 is perpendicular to the second joint 80.
Accordingly, as will be appreciated from the above, this aspect relates to:  A centralised cover plate 84 which allows the slab sections 102 at the intersection 86 to open away from the cover plate 84, leaving the cover plate 84 fixed in place.
 The cover plate 84 is load supporting, being braced by each slab section 102 when the slab sections 102 move through slab shrinkage up to 20mm.
 Anchor plate is fixed down without studs, using its connection to the central support column 110 and bottom anchor plate 106 to remain fixed to the concrete slab.
 The top cover plate 84 can be removed, and the star picket 112 can be hammered down the central column 110 through the guide holes in the top cleat plate 108 and the bottom anchor plate 106 acting like an axis to fix and support the top plate assembly. The star picket 112 can be hammered flush with the top cleat plate 108 before replacing the top cover plate above to cover.
 The star picket 112 prevents the l assembly from rotating and fixes it laterally in both ‘X’ and ‘Y’ directions.
 The guides at the cleat plate (top) 108 and anchor plate (bottom) 106 restrict movement against the star picket 112 angularly at opposite ends of the assembly. 5. ECTION CONTINUOUS PERIMETER JOINT LINE With reference to Figures 16 to 19 and Figures 61 to 64, there is shown an edge protection system 72 having an intersection continuous perimeter joint line 114.
Advantageously, this feature results in the joint line circling a perimeter of the centralised cover plate 84 to the next joint run rather than continuing directly across the intersection module 82 meaning that, no matter where infill lengths of the wavy plates 88, 92 are cut, they will connect to the active joint line at the intersection module 82.
More specifically, as shown in the drawings, there is depicted an edge protection system 72 including a first expandable armoured joint 74 to protect a first joint 76 extending in a first direction and a second expandable armoured joint 78 to t a second joint 80 extending in a second direction. The edge protection system 72 also includes an intersection module 82 at an intersection 86 of the first expandable armoured joint 74 and the second expandable armoured joint 78. The first expandable armoured joint 74 has a first joint line 116 and the second expandable ed joint 78 has a second joint line 118. The intersection module 82 provides a ter joint line 120 such that there is a continuous joint line ing the first joint line 116, the perimeter joint line 120 and the second joint line 118.
The intersection module 82 includes the cover plate 84, and the continuous joint line extends at least partially around a perimeter of the cover plate 84 between the first joint line 116 and the second joint line 118.
The first joint line 116 has a generally wavy form and the second joint line 118 also has a generally wavy form. The cover plate 84 is arranged such that, regardless of where lengths of the wavy first and second plate pairs 88, 92 are cut, the wavy first joint line 116 and the wavy second joint line 118 will connect to the active joint line of the intersection module 82. In one form, the cover plate 84 is arranged to ensure that joint lines are d to standard joint runs.
As will be appreciated by those skilled in the art, joint openings at the perimeter of the cover plate 84 are halved in ess when used in a four-way intersection configuration, as shown in Figure 17. In particular, a joint gap may be split up on either side of the cover plate 84. The edge protection system 72 may also be used at a three-way intersection configuration as shown in Figure 18 or a two-way intersection configuration as shown in Figure 19.
Accordingly, as will be appreciated from the above, this aspect relates to:  The joint line does not continue directly across the intersection module, it instead circles the perimeter of a centralised cover plate 84 to the next joint run.
 A perimeter joint line means that no matter where infill lengths of the wavy plates 88, 92 are cut, they will connect to the active joint line of the intersection module 82.
 Joint lines 116, 118 are never mismatched to rd joint runs.
 Joint gap openings at the perimeter of the central plate 84 are halved when used in 4-way intersection configuration (most common). The joint gap is split up on either side of the central plate 84. 6. JOINT ORIENTATION MARKER ON INTERSECTION With reference to Figures 20 to 25 and Figures 65 to 69, there is also disclosed an edge protection system 72 having a joint orientation marker 122 to ensure correct orientation of the intersection module 82, rotationally about a central axis of the intersection module 82.
In particular, the edge protection system 72 includes a first expandable armoured joint 74 to protect a first joint 76 extending in a first direction and a second able ed joint 78 to protect a second joint 80 extending in a second direction. The edge protection system 72 also includes an intersection module 82 at an intersection 86 of the first expandable armoured joint 74 and the second expandable armoured joint 78. The intersection module 82 has an tor 122 to enable a user to ensure correct orientation of the intersection module 82.
The intersection module 82 includes a cover plate 84 which is generally symmetrical in shape. In particular, as shown in the drawings, the cover plate 84 is generally octagonal in shape.
The indicator 122 may be in the form of a discreet g. In one particular form, the indicator 122 may be in the form of a small hole in the cover plate 84. The indicator 122 is provided to enable a user to orientate joints during installation on-site in a common ion to ensure joint lines match.
This is important as although the cover plate 84 itself appears to be symmetrical from above, the components of the intersection module 82 below the cover plate 84 are not symmetrical. Specifically, it is ant that the age parts 104 of the intersection module 82 align with the joints of the concrete slab sections 102, as well as with the anchorage parts 104 of the other intersection modules 82 within the edge tion system In a method of installation, the indicator 122 is positioned in one of four rotational ations on a first intersection module 82 on-site depending upon a first pour location.
Subsequent intersection modules 82 within the same edge protection system 72 (see Figure 21) are placed each with the tive indicator 122 oriented in the same direction as for the first intersection module 82.
The intersection module 82 may be arranged to allow for two-way, three-way and four-way intersections to be formed without ing orientation of the intersection module 82. Figure 22 shows a four-way intersection, Figure 23 shows a three-way intersection and Figure 24 shows a y intersection.
With reference to Figure 25, the indicator 122 may be repeated on a plurality of assembly pieces of the intersection module 82 to assist with orientation of star picket guides to a common orientation. In particular, as shown in Figure 25, the indicator 122 may be repeated on an upper support plate 108 and a lower support plate 106 of a support column 110 of the intersection module 82.
The first expandable armoured joint 74 may have a first joint line 116, and the second expandable armoured joint 78 may have a second joint line 118. The ection module 82 may provide a ter joint line 120 such that there is a continuous joint line including the first joint line 116, the perimeter joint line 120 and the second joint line 118.
Accordingly, as will be appreciated from the above, this aspect relates to:  A joint orientation marker 122 in the form of a small hole in the top cover plate 84 which acts as a positioning marker to orientate all joints during installation onsite in the same direction, ng joint lines match up.
 The small hole is to be positioned in one of four orientations on a first intersection onsite depending upon first pour location. All uent intersections for the project are to be place with the respective hole rotationally oriented in the same direction.
 Module nature on intersection allows for 2-way, 3-way and 4-way intersection to be formed without adjusting intersection orientation.
 Hole is repeated on all central top plate assembly pieces to help orientate star picket guides to the same orientation.
Advantageously, the applicant has fied that examples of the present ion may serve to prolong the serviceability of the floor (working surface). Forklift wheels are fully supported by the "wave" plate design to a joint width opening of 20 mm. r design intersection provides a fast, effective and ive set up of two, three and four way intersections, significantly mitigating the risk of restraint that leads to uncontrolled te cracking and spalling.
Figure 70 shows an example of a joint edge protection apparatus 10 having a wave profile for providing a capability for extra lateral movement. More specifically, the wave form of one plate 22 is deliberately mismatched relative to the wave form of the other plate 24 so as to facilitate lateral movement.
In particular, Figure 70 shows a joint edge protection apparatus 10 for protecting an edge of a first component formed of settable material and an edge of a second component formed of le material at a joint. The apparatus 10 includes a first age part for anchoring within the first component and a second anchorage part for anchoring within the second ent, the first anchorage part being provided with a first plate 22. The second anchorage part is provided with a second plate 24. The first plate 22 defines a first interface surface 26 and the second plate 24 defines a second interface surface 28. The first interface surface 26 and the second interface surface 28 are shaped to facilitate nt of at least a portion of the second interface surface 28 against the first interface surface 26. The second anchorage part is adapted to be movable relative to the first anchorage part from an abutting configuration in which at least a portion of the second interface surface 28 is in abutment with the first interface surface 26, to a spaced uration in which the second interface surface 28 is spaced relative to the first interface e 26. The first interface surface 26 and the second interface surface 28 are each shaped with a wave shape, wherein the wave shape of the first interface surface 26 is ched to the wave shape of the second interface surface 28 to facilitate periodic abutment of the second interface surface 28 against the first interface surface 26 in the abutting configuration. In other words, the wave shapes are mismatched so as to ensure gaps between the points/regions of periodic abutment.
As can be seen in Figures 70a, 70b and 70c, each of these representations shows the joint edge protection apparatus 10 in the abutting configuration. Figure 70a shows a default on in which the first plate 22 and the second plate 24 are laterally aligned such that points or regions of contact/abutment are at each peak and trough of the wave forms. The ching of the waveforms ensures in this default position that, between each peak and trough there is a gap between the first interface surface 26 and the second interface surface 28. Figure 70b shows a configuration in which the first plate 22 is moved 2mm downwardly relative to the second plate 24 in an arrangement in which slopes of the waveforms come er in a nested ement to form an S-shaped portion of abutment which extends from a peak of the wave form of the first interface surface 26 to a trough of the wave form of the first interface surface 26. Similarly, Figure 70c shows a configuration in which the first plate 22 is moved 2mm upwardly ve to the second plate 24 in an arrangement in which the slopes of the waveforms come together in a nested arrangement to form an S- shaped portion of abutment which extends from a peak of the waveform of the first interface surface 26 to a trough of the waveform of the first interface surface 26.
As will be appreciated, in each of the configurations shown in Figure 70a, 70b and 70c, there is periodic abutment in the abutting configuration in contrast to the arrangement shown in Figure 22 in which the waveforms are matched such that the abutment there is continuous.
Returning to Figures 70a to 70c, advantageously, the joint top plates 22, 24 have a mismatched full length waved tooth profile to provide low impact joint transition while giving extra l movement accommodation during slab curing. An additional gap has been allowed either side of the teeth to allow lateral movement at 0 mm joint gap if ed of up to 2 mm (in either direction). This additional gap is shown in Figure 70a and is due to the mismatching of the wave forms. The teeth have tapered (45°) sides to provide 1:1 lateral movement versus joint opening, the additional 2mm gap providing extra allowance for high age parts of the slab (corners) and rectangular slabs.
As shown in s 71a to 71d, the first plate 22 and second plate 24 may also be provided with predefined gaps 124 of 4 mm n the plates 22, 24 at joining lengths to allow joint lateral movement within binding during slab shrinkage. The ement shown provides adjustment capability when connecting joints while maintaining a minimum 2 mm predefined gap.
Accordingly, Figures 71a to 71d show r example of a joint edge protection apparatus 10 having deliberately mismatched waves as well as predefined gaps 124 to facilitate lateral movement. Figure 71a shows the first plate 22 and the second plate 24 in a default position with a predefined gap 124 of 4 mm in place. Figure 71b shows the first plate 22 moved upwardly relative to the second plate 24, with the predefined gaps 124 of 4 mm still in place. Figure 71c shows the predefined gap 124 reduced to accommodate upward movement of one second plate 24 relative to the first plate 22 as well as relative to an adjacent second plate 24. Figure 71d shows a predefined gap 124 increased to accommodate downward movement of one second plate 24 relative to the first plate 22 as well as relative to an adjacent second plate 24.
The described construction has been advanced merely by way of example and many modifications and ions may be made without departing from the spirit and scope of the invention, which includes every novel feature and combination of features herein disclosed.
In particular, the applicant has determined that other modifications may include one or more of the following: - cutting of bottom sheet metal anchor above dowel plates and sleeves to allow better concrete compaction around dowels; - added twist and lock stake acles on an opposite side of the joint to stake ts to allow joint levelling during setup without welding; - removed section of separation plate at top section at an offset end. This can be arranged to allow direct connection between top section pieces to prevent stepping of joint s; - ng all clamping bolt nuts to wing nuts to aid in l after pouring (if required); - increased adjustment capability to offset clamping bolt by way of increased le size; - plug weld location under top plate change slots for fillet welds; and - assembly bolthole (4places) increase from 10.5 mm er to 11 mm diameter. hout this specification and the claims which follow, unless the context requires otherwise, the word "comprise", and variations such as "comprises" and "comprising", will be understood to imply the ion of a stated integer or step or group of integers or steps but not the exclusion of any other integer or step or group of integers or steps.
The reference in this specification to any prior publication (or information d from it), or to any matter which is known, is not, and should not be taken as an acknowledgment or admission or any form of suggestion that that prior publication (or information derived from it) or known matter forms part of the common general knowledge.
LIST OF REFERENCE NUMERALS joint edge protection apparatus 12 first component 14 second component 16 joint 18 first anchorage part second anchorage part 22 first plate 24 second plate 26 first abutment surface 28 second abutment surface support surface 32 gap 34 well 36 joint material 38 first lacer bar 40 spaced ribs 42 second lacer bar 44 dowel 46 apex 48 tapered foot 50 t 52 support section 54 upper leg 56 lower leg 58 first angle 60 second angle 62 distal end of the upper leg 64 distal end of the lower leg 66 aperture in upper leg 68 stake 70 aperture in lower leg 72 edge protection system 74 first expandable armoured joint 76 first joint 78 second expandable armoured joint 80 second joint 82 intersection module 84 cover plate 86 intersection 88 first pair of plates 90 first crevice 92 second pair of plates 94 second crevice 96 wavy edge 98 anchored support 100 upper support 102 concrete slab sections 104 anchorage part 106 central lower er 108 central upper shoulder 110 central support column 112 stake 114 intersection uous perimeter joint line 116 first joint line 118 second joint line 120 perimeter joint line 122 joint orientation marker 124 predefined gap

Claims (12)

THE CLAIMS DEFINING THE INVENTION ARE AS FOLLOWS:
1. An edge protection system including a first expandable armoured joint to protect a first joint extending in a first direction, a second expandable armoured joint to protect a second joint ing in a second direction and an intersection module at an intersection of the first able armoured joint and the second expandable armoured joint, wherein the intersection module has an indicator to enable a user to ensure correct orientation of the intersection module.
2. An edge tion system as d in claim 1, wherein the intersection module includes a cover plate which is generally symmetrical in shape.
3. An edge tion system as claimed in claim 2, wherein the cover plate is generally octagonal in shape.
4. An edge protection system as claimed in any one of claims 1 to 3, wherein the indicator is in the form of a discreet marking.
5. An edge tion system as claimed in claim 2, wherein the indicator is in the form of a small hole in the cover plate.
6. An edge protection system as claimed in any one of claims 1 to 5, wherein the indicator is provided to enable a user to orientate joints during installation on-site in a common direction to ensure joint lines match.
7. An edge protection system as claimed in any one of claims 1 to 6, wherein the indicator is positioned in one of four orientations on a first intersection module on-site depending upon a first pour location.
8. An edge protection system as claimed in claim 7, wherein subsequent intersection modules are placed each with the respective indicator oriented in the same direction as for the first intersection module.
9. An edge protection system as claimed in any one of claims 1 to 8, wherein the ection module is arranged to allow for two-way, way and ay intersections to be formed without adjusting orientation of the intersection module.
10. An edge protection system as claimed in any one of claims 1 to 9, wherein the indicator is repeated on a plurality of assembly pieces of the intersection module to assist with ation of star picket guides to a common orientation.
11. An edge protection system as claimed in claim 10, wherein the indicator is repeated on an upper support plate and a lower support plate of a support column of the intersection module.
12. An edge protection system as claimed in any one of claims 1 to 11, wherein the first expandable armoured joint has a first joint line, the second expandable armoured joint has a second joint line, and wherein the intersection module provides a perimeter joint line such that there is a continuous joint line including the first joint line, the perimeter joint line and the second joint line.
NZ790184A 2021-07-12 2022-07-08 An edge protection system – joint orientation marker NZ790184A (en)

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Application Number Priority Date Filing Date Title
AU2021204995 2021-07-12

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Publication Number Publication Date
NZ790184A true NZ790184A (en) 2022-07-29

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