EP1766140A1 - Joint de trottoir - Google Patents

Joint de trottoir

Info

Publication number
EP1766140A1
EP1766140A1 EP05742216A EP05742216A EP1766140A1 EP 1766140 A1 EP1766140 A1 EP 1766140A1 EP 05742216 A EP05742216 A EP 05742216A EP 05742216 A EP05742216 A EP 05742216A EP 1766140 A1 EP1766140 A1 EP 1766140A1
Authority
EP
European Patent Office
Prior art keywords
joint
slabs
pavement
slab
bearing surfaces
Prior art date
Legal status (The legal status 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 status listed.)
Withdrawn
Application number
EP05742216A
Other languages
German (de)
English (en)
Other versions
EP1766140A4 (fr
Inventor
Peter Charles Mclean
Christopher Raymond Mcclelland
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tripstop Technologies Pty Ltd
Original Assignee
Tripstop Pty Ltd
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
Priority claimed from AU2004902665A external-priority patent/AU2004902665A0/en
Application filed by Tripstop Pty Ltd filed Critical Tripstop Pty Ltd
Publication of EP1766140A1 publication Critical patent/EP1766140A1/fr
Publication of EP1766140A4 publication Critical patent/EP1766140A4/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/106—Joints with only prefabricated packing; Packings therefor
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/005—Individual couplings or spacer elements for joining the prefabricated units

Definitions

  • the present invention relates generally to the construction of pavements and to jointing systems for use in such pavements.
  • the invention has particular application to pavements that are susceptible to differential movement by out-of-plane action such as for example by tree root invasion, or soil movement, and which usually bear traffic that can accept some irregularity in the pavement surface and the invention is herein described in that context .
  • Pavements are used to facilitate the passage of wheeled or pedestrian traffic along or over roads, footpaths (sidewalks) , playgrounds, and areas used for storage or parking. To do its job well, such a pavement should be relatively smooth and flat. For reasons of economy, such pavements are often cast in substantial lengths, with construction joints between them. However, in some forms, pavements may be formed from preformed slabs made from a settable material, such as concrete, or formed from other rigid material such as steel or wood. Footpaths are pavements that carry relatively light, low speed traffic such as pedestrians and pedestrian vehicles such as wheelchairs, strollers and bicycles. Other categories of light duty pavement include cycle ways, domestic driveways, playgrounds and the like.
  • a pavement generally do not need to be as smooth or flat as those used to carry heavy or high speed traffic.
  • a pavement is subject to both direct and indirect actions. Direct actions include traffic loads and forces deriving from soil or foundation movement, and tree roots. In the case of footpaths, cycle ways and domestic driveways for example, which are frequently built alongside trees, uplifting actions caused by tree roots are common. Uplifting or depressing actions can be seen as out-of-plane, relative to that of the pavement.
  • Indirect actions include drying (moisture) and temperature change.
  • drying moisture
  • temperature change When a pavement is made from concrete, these actions cause both temporary and permanent volumetric changes that manifest in the form of expansion and contraction. Shrinkage, which is caused by drying, can be seen in this sense as a form of permanent contraction. The effect of these actions is most significant in the plane of the pavement.
  • the unrestrained drying shrinkage of concrete is commonly in the order of 800 micro strain or 1.2 mm for a slab 1500 mm long.
  • the coefficient of thermal expansion of concrete is commonly in the order of 12 micro strain per degree Celsius or approximately 0.4 mm in a slab 1500 mm long subjected to a temperature change of 20 deg C. If contraction is restrained, it may lead to cracking of the concrete. If expansion is restrained it may lead to any or all of spalling and crushing of the concrete and buckling and warping of the pavement.
  • contraction joints are commonly spaced at between 15 and 20 times the thickness of the pavement. For a 75 mm thick pavement, this implies joints at 1000 to 1500 mm.
  • expansion joints also known as isolation joints
  • contraction joints are commonly formed by creating a plane of weakness in the top surface of the concrete, by trowelling grooves in the fresh concrete or cutting grooves in the partially or fully hardened concrete. This encourages cracking to occur at such grooves rather than in a random fashion, which would be unsightly, and helps to create many narrow cracks rather than few large cracks, which would be detrimental.
  • the effectiveness of this method is subject to variations in the concrete, in the friction between the pavement and the soil or subgrade upon which it rests, workmanship, climatic conditions and other factors, and contraction often accumulates over two or more slabs so that cracks do not occur at some planes of weakness and relatively wide cracks occur at others.
  • a lifted slab may not engage its neighbour with the result that a vertical discontinuity or step will be created in the pavement. In the case of footpaths this often leads to steps of sufficient height to impair the passage of pedestrian vehicles and to cause pedestrians to trip or fall.
  • Expansion joints usually consist of a sheet of compressible material extending the full thickness of a pavement so as to allow the pavement to expand without inducing excessive compressive stresses in the concrete from which the pavement is made, which could lead to crushing or spalling of the concrete or warping or buckling of the pavement.
  • Such joints have no ability to transfer load or to limit differential displacement within a pavement .
  • the present invention provides a pavement joint disposed between two contiguous pavement slabs, the joint being elongate and extending along a joint axis and incorporating a shear key and co-operating bearing surfaces that form at least one hinge, the shear key and the at least one hinge being operative when at least one of the slabs is subjected to out-of-plane action with the shear key transferring shear between the slabs, and the at least one hinge accommodating angular displacement of the slabs relative to the joint axis in at least one direction by movement of one bearing surface relative to the other.
  • pavement slabs relates to any hard surface especially of a public area or thoroughfare that will bear travel.
  • the pavement slabs may be formed from any suitable material and may be formed as precast units or cast in-situ. Examples of pavement slabs include, concrete slabs, hard and rigid materials like concrete, slabs formed from timber, or metal, such as expanded metal mesh, or from any combination of those materials.
  • the joint provides a load transfer mechanism that inhibits differential vertical movement of the slabs when at least one of those slabs is affected by an out-of-plane action such as by tree root invasion or by soil movement.
  • this load transfer mechanism is provided by the shear key.
  • the shear key provides a means of transferring or equalising vertical displacement between the slabs and may take many different forms to affect that transfer.
  • the at least the one hinge provides a means of accommodating angular displacement relative to the joint axis so as to provide a mechanism whereby the pavement may articulate to relieve stress induced by the out-of-plane action.
  • the inventors have found that the magnitude of angular displacement that needs to be accommodated in pavements that are subjected to localised actions from tree roots and the like and which are comprised of relatively short slabs, is an order of magnitude greater than that required in other pavements such as roads.
  • a tree root may lift one end of a footpath slab by 25mm to 50mm which implies, for a 1500mm long slab, a rotation of 1° to 2°.
  • This level of rotation may be accommodated by the joint according to the present invention through the at least one hinge whereas such rotation could not be accommodated by a conventional contraction joint.
  • the out-of-plane action may result from other than specific localised action. For example, this action may result from ground subsidence, or even from more violent action such as earth tremors and the like.
  • the joint may be formed through interengagement of the respective edge surfaces of the slabs.
  • the edges are profiled to form, by the interengagement, the shear key and the at least one hinge.
  • the shear key is provided by at least one portion of the edge surface of one slab locating within a recess formed in the other edge surface so that shear is able to be transferred across that connection.
  • a tongue and groove connection is formed between the contiguous slabs.
  • each slab may have a bearing surface along its edge surface with the interengagement of those bearing surfaces providing a hinge of the joint.
  • the bearing surface may be formed from an exposed edge surface of the slabs.
  • a covering such as a metal or polymeric skin, film or the like may extend over that edge surface to form the bearing surface.
  • the advantage of using such a covering may be to improve the surface properties of the bearing surface, or to increase the joint strength or to facilitate manufacture of the joint .
  • one bearing surface may be able to slide within another bearing surface so that the hinge action is by sliding rotation.
  • the ends of the slab may have a cross section akin to that of gear teeth, so as to enable shear to be transferred in the manner of gear teeth, and rotation to be accommodated by rolling, in the manner of a gear wheel .
  • the lifted slabs are prevented from moving horizontally by their non-lifted adjacent slabs.
  • compressive stresses may be induced in both the lifted and the non- lifted slabs unless there is some facility to accommodate this lengthening or at least minimising its affect.
  • the result of this lengthening is that a pinching effect may occur between the slabs as they are angularly displaced. This effect may be offset by shrinkage in certain circumstances where the slabs are formed from concrete or similar material .
  • the joint between the slabs needs to accommodate the lengthening effect so that there is not undue stress occurring at the joint which would cause failure of at least one or more of the slabs.
  • the slabs may be akin to gear wheels, if the radii of the slab ends are established to equal the distance from the contacting surface to the fulcrum about which the slabs rotate, the pinching effect described above is obviated.
  • the joint may include at least two hinges, with one hinge allowing angular displacement about the joint axis in one direction whereas the other hinge allowing angular displacement of the joint axis in an opposite direction.
  • these hinges are displaced towards a respective outer surface the slabs.
  • each of these hinges use a hinge action of sliding rotation with each hinge being formed from cooperating arcuate bearing surfaces that slide one within the other.
  • the joint includes only a single hinge which is disposed on or about the neutral axis of the slabs. When located in that position, the relative lengthening of the slabs that occurs during rotation needs to be accommodated.
  • this may be accommodated by incorporating sufficiently sized gaps within the joint at the outer margins of the slab so as to allow adequate clearance for the slab to rotate through a predetermined angular displacement (typically less than 5° and more typically less than 3°). However depending on the thickness of the slab, the gap required may be excessive and may in fact cause a tripping hazard to the pavement .
  • the joint may include a compressible member disposed between the contiguous slabs and arranged to accommodate the lengthening of the slabs under the angular displacement.
  • the pavement slabs may be pre-formed and the compressible members may be fixed to one or both of the slabs prior to installation or located within the joint on interconnection of the respective slabs.
  • the pavement joint incorporates a joint member.
  • this joint member may act as formwork for both of the pavement slabs.
  • the joint member may be formed from a sheet material such as sheet steel and if necessary may include other elements such as the one or more compressible members mounted thereon.
  • the joint member in this form may be fixed to one of the slabs so that the joint hinge is formed through engagement of a surface of the joint member and the other slab to which that joint member is connected.
  • the shear key of the joint is provided by interengagement of the contiguous slabs with the joint member.
  • the joint member incorporates opposite lateral portions that extend into respective ones of the slabs so as to locate the jointing member within the slab sufficiently to enable shear to be transferred across the contiguous slabs through said jointing member.
  • At least one of the lateral portions is profiled to incorporate an arcuate bearing surface.
  • the at least one lateral portion forms part of the hinge that operates by sliding rotation with the arcuate surface forming a bearing surface of that hinge .
  • the joint member includes a core and the lateral portions extend outwardly from the core and are spaced apart about the joint axis through approximately 180°. With this arrangement, one lateral portion projects into one slab, whilst the other lateral portion projects into the other slab.
  • the joint member also includes at least one spacer that projects from the core. The at least one spacer locates between the contiguous slabs and is angularly spaced about the joint axis from the lateral portions.
  • the joint member includes two spacers which are angularly spaced apart about the joint axis through approximately 180°.
  • the joint member is configured so that the spacers extend generally in a direction which is substantially perpendicular to the lateral portions.
  • the configuration of the joint member may vary so that the spacers are not at right-angles to the lateral portions.
  • the spacers of the joint member may be incorporated to accommodate the effects of lengthening of the at least one slab on angular displacement of the slabs about the at least one hinge.
  • the spacers may be made from a material which is able to be compressed to at least some extent to accommodate this lengthening effect.
  • the joint member may be arranged so that it completely separates and links the contiguous slabs.
  • the joint member includes two spacers that project from the core and extend to a respective one of the outer surfaces of the slabs.
  • the spacers may be sufficiently compressible so as to provide an expansion joint for the pavement to accommodate in-plane expansion of the slabs.
  • the configuration of the joint member with the core, lateral portions, and two spacers may incorporate a hinge action that operates through an arrangement where there is sliding or rolling rotation between a bearing surface of - li the joint member and a corresponding bearing surface formed on the edge of abutting slab.
  • the joint member is formed with a plurality of bearing surfaces, each of which cooperate with a corresponding bearing surface on its opposing slab so as to form a plurality of hinges within the pavement joint.
  • at least one face of the joint member includes two hinge bearing surfaces, these bearing surfaces extending from a distal end of the lateral portion of the joint member to a respective distal end of the spacers. In a particular form, these bearing surfaces are concave.
  • the joint member includes a pair of hinges of the above type on each of its opposite faces. Therefore in this arrangement, the joint member incorporates four (4) concave bearing surfaces each of which are part of a hinge of the joint.
  • the joint member is elongate having a constant cross-section.
  • the joint member is formed in continuous lengths typically by an extrusion process.
  • the joint member is formed from a rigid polymeric material, such as PVC, HDPE, or a high hardness rubber.
  • the joint member from metal such as aluminium or made of composite construction, such as a steel reinforced polymeric material .
  • the invention relates to a joint member for a pavement joint, the joint member having a joint axis and being arranged to be disposed between contiguous pavement slabs, the joint member comprising opposite first and second faces that in use oppose respective ones of the edge surfaces of the slab, the first face incorporating a lateral portion that projects outwardly from the face and is arranged to inter-engage with an edge surface of its opposing slabs so as to > enable shear to be transferred from that slab to the joint member, and at least one bearing surface that engages with a bearing surface of its opposing slab and wherein the inter-engagement of those bearing surfaces provides one of at least one hinge of the joint for accommodating angular displacement of the slabs relative to the joint axis in at least one direction.
  • the second face also incorporates a lateral portion that projects from that face and is able to inter-engage with an edge surface of its opposing slab so as to enable shear to be transferred between that slab and the joint member.
  • both the first and second faces incorporate two bearing surfaces disposed on respective opposite sides of the lateral portions disposed on that face, the bearing surfaces being arranged to engage with respective bearing surfaces of the edge surfaces of the opposing slabs to form four hinges of the joint.
  • the present invention provides a method of inhibiting differential out-of-plane movement of contiguous slabs in a pavement under an out- of-plane action applied to at least one of the slabs by incorporating pavement joints between the contiguous slabs, the joints being elongate and each extending along a joint axis and being capable of transferring shear between the slabs and accommodating angular displacement of the slabs relative to the joint axis in at least one direction.
  • the invention relates to a pavement slab that incorporates at least one profiled end surfaces which in use form a part of a joint with a contiguous pavement slab to allow shear to be transferred across the joint and angular displacement of the slabs is accommodated.
  • a joint member is disposed between the slabs.
  • Fig. 1 is a perspective view of a joint member according to a first embodiment
  • Fig. 2 is a schematic elevation view of a pavement having joints incorporating the joint member of Fig. 1
  • Fig. 3 is the pavement of Fig. 2 when subjected to an out-of-plane action
  • Fig. 4 is a schematic view to an enlarged scale of a connection detail of the joint member of Fig. 1
  • Fig. 5 is a variation of the joint member of Fig. 1
  • Fig. 6 is a further variation of the joint member of Fig. 1
  • Fig. 7 is a sectional view of an expansion joint for use in the pavement of Fig . 2
  • Fig. 8 is a modified version of the expansion joint of Fig.
  • Fig. 9 is a sectional elevation view of a pavement joint incorporating a joint according to a second embodiment ;
  • Fig. 10 is a sectional elevation view of a pavement joint according to a further embodiment;
  • Fig. 11 is a variation of the joint of Fig. 10;
  • Fig. 12 is an schematic elevation view of a pavement joint according to a further embodiment ,- Fig. 13 is a variation of the pavement joint of Fig. 12 ; and
  • Fig. 14 is a schematic plan view of a pavement testing rig;
  • Fig. 1 illustrates a the joint member 20 arranged to be used in pavement joints 101, 102 (see Fig. 2 and Fig. 3) .
  • the joint member 20 allows shear to be transferred through the joints 101, 102 to the adjoining slabs and to accommodate angular displacement of those slabs about the joint axes CA 1 and CA 2 .
  • the joint member 20 incorporates a core 21, lateral portions 22 and 23 which extend outwardly from the core and which are angularly spaced apart about the axis CA by about 180° so as to extend on opposite sides of the core.
  • the joint member also includes spacers 24 and 25 that project from the core. These spacers 24 and 25 are also spaced apart approximately through 180° about the core and also generally are at right angles to the lateral portions 22, 23 again giving the joint member 20 a cross-section that is somewhat akin to a crucifix.
  • the joint member 10 is elongate and typically formed from an extrusion process.
  • the joint member 20 is of rigid construction and is formed from a suitable material such as PVC.
  • the joint member includes a central cavity 26 which facilitates extrusion and which may be filled by another extrusion if required with the joint member being made by a co-extrusion process.
  • joint member 20 Because of its rigid construction, the joint member is not able to accommodate angular displacement of the slabs about the joint axis CA by flexing or deformation of the joint member which would otherwise enable the lateral portions 22 and 23 to be angularly displaced relative to one another. In contrast, in joint member 20 this angular displacement is accommodated by relative movement of the pavement slabs about the joint member.
  • the joint member 20 incorporates a plurality of bearing surfaces 27, 28, 29 and 30. Two of the bearing surfaces 27, 28 are disposed on one face 31 of the joint member 20 whereas the other two bearing surfaces 29 and 30 are disposed on the opposite face 32 of the joint member. Furthermore, the bearing surfaces are arranged so that on any one face, those bearing surfaces are disposed on opposite sides of the lateral portions 22 and 23. With this arrangement, the bearing surfaces of one face are arranged to inter- engage with corresponding bearing surfaces disposed on the edge surface of its opposing slab. These respective inter-engaging surfaces each provide a hinge (37, 38, 39, 40), in the pavement joint 101 and 102.
  • the respective bearing surfaces extend substantially from a distal end 33, 34 of the respective lateral portions 22, 23 to a respective one of the distal ends 35, 36 of the spacers 24 and 25.
  • each of the bearing surfaces are arcuate (being concave) .
  • the arcuate surfaces are shaped so that the action of the respective hinges (37, 38, 39, 40) formed by inter-engagement of the bearing surfaces with corresponding bearing surfaces in the pavement slabs is one of sliding rotation. This will be discussed in more detail below with reference Figs. 2 and 3.
  • Fig. 2 illustrates a concrete pavement 100 formed from contiguous slabs 103, 104, 105 and having pavement joints 101, 102.
  • the pavement joints 101 and 102 incorporate joint members 20.
  • joint members 20 For convenience, reference to these joint members are given the superscript 1, or 2 , with the features of those joint members given similar designations.
  • the pavement 100 is formed by casting of the slabs 103/ 104 and 105 across the joint members 20 1 , 20 2 .
  • the joint members both link and separate the slabs 103, 104 and 105.
  • the lateral portions 22 1 , 23 1 , 22 2 , 23 2 are embedded into the edge surface of respective slabs 103, 104 and 105 whilst the spacers 24 1 , 25 1 , 24 2 and 25 2 separates the slabs 103, 104 and 105 with the spacers extending to the respective slab surfaces 110, 111 of the pavement 100.
  • the end surfaces 106, 107, 108 and 109 of the slabs 103, 104 and 105 are cast onto respective ones of the faces 31 1 , 32 1 and 31 2 , 32 2 and as a result, each of those end surfaces are formed with arcuate bearing surfaces 112, 113 which correspond to respective ones of the bearing surfaces 27, 28, 29 and 30 of the joint member 20.
  • the bearing surfaces of the joint member 20 are designed to be smoothly curved and in one form, the curve has a constant radius so as to form a hinge which operates by sliding rotation of the inter-engaging surfaces. This surface profile allows good even respective load distribution across the hinges.
  • the shape of the bearing surfaces on the joint member is such that there is a change in radius.
  • this change of curvature enables the effective point at which the pinching force is applied to one lifted slab to the joint member to be raised or lowered along that surface.
  • the curvature of these surfaces may be other than circular such as elliptical and change over the length.
  • a pavement is subject to both direct and indirect actions.
  • Direct actions include traffic loads and forces deriving from soil or foundation movement, and tree roots.
  • uplifting actions caused by tree roots are common. Uplifting or depressing actions can be seen as out-of-plane, relative to that of the pavement.
  • Indirect actions include drying (moisture) and temperature change. When a pavement is made from concrete, these actions cause both temporary and permanent volumetric changes that manifest in the form of expansion and contraction. Shrinkage, which is caused by drying, can be seen in this sense as a form of permanent contraction. The effect of these actions is most significant in the plane of the pavement.
  • the unrestrained drying shrinkage of concrete is commonly in the order of 800 micro strain or 1.2 mm for a slab 1500 mm long.
  • the coefficient of thermal expansion of concrete is commonly in the order of 12 micro strain per degree Celsius or approximately 0.4 mm in a slab 1500 mm long subjected to a temperature change of 20 deg C. If contraction is restrained, it may lead to cracking of the concrete. If expansion is restrained it may lead to any or all of spalling and crushing of the concrete and buckling and warping of the pavement.
  • provision for contraction of concrete pavements is made by incorporating contraction joints at relatively close intervals effectively dividing the pavement into a series of contiguous slabs.
  • contraction joints are commonly spaced at between 15 and 20 times the thickness of the pavement. For a 75 mm thick pavement, for example this implies joints at 1000 to 1500 mm. Provision for the expansion of concrete pavements, which are subjected to solar heating, such as roads and footpaths, is made by incorporating expansion joints, also known as isolation joints, at relatively wide intervals, commonly 4 to 5 metres.
  • expansion joints also known as isolation joints
  • external pavements commonly take the form of a series of contiguous slabs, both separated and linked by a combination of contraction and expansion joints.
  • the joints 101, and 102 form the contraction joints for the pavement 100.
  • the joints 101 and 102 are able to accommodate out-of-plane action, typically by tree root invasion or by soil heave so as to inhibit differential vertical movement of the slabs. The mechanism by which the joints accommodate this action is best explained with reference to Fig. 3.
  • Fig. 3 the pavement 100 is shown displaced after the application of an out-of-plane action P, such as may occur through tree root invasion under slab 104.
  • the load in that slab is transferred both to the slab 103 and to slab 105 through the respective joints 101, 102.
  • the slab 103 applies loading to the joint member 20 1 through the bearing surface 27 1 as represented by the arrow p 1 and a reaction force p 2 is induced in its diagonally opposite bearing surface 29 1 by the other slab 103.
  • the joint member 20 1 transfers shear between the slabs 103 and 104 across the joint 101.
  • the slab 104 will lift. This lifting action will reduce the magnitude of the load and as such, this slab will continue to lift until such time as an equilibrium position is reached.
  • This lifting action is not planar but rather is accommodated through the hinge mechanisms incorporated in the joints 101 and 102 that result in rotation of the slab 104.
  • the threshold loading under which the slab 104 will lift is in part a function of the resistance provided to rotation through the joints 101 and 102 particularly as shear is able to be transferred to adjoining slabs so that individual slabs are not free to lift independently of one another.
  • the hinges 39 1 and 39 2 become activated with the bearing surfaces 113 1 and 112 2 of the slab 104 moving across the bearing surfaces 27 1 and 29 2 . With this movement, there is also a corresponding movement of the bearing surface 112 1 of slab 103 moving across bearing surface 29 1 .
  • the joint member 20 may actually "flip" whereby in the context of the embodiment of Fig. 3, the bearing surface 27 1 moves out of contact with the bearing surface 113 1 of slab 104 and moves so that the bearing surface 29 1 moves into contact with the bearing surface 112 1 of slab 103. With the action, the joint member 20 acts as a rocker.
  • This change in the gap distance between the slabs can be used to assist shear transfer across the joint 101 and 102 as the slabs are caused to pinch the joint member. Furthermore the amount and position of this "pinching force" can be modified by the radius of curvature provided in the respective bearing surfaces. In general, the pinching force is designed so that it is not greater than that which would cause damage to the slab or the joint member.
  • the pavement 100 again effectively articulates about its respective joints so as to accommodate the out-of-plane action.
  • This articulation movement there is minimal vertical differential movement at the joints 101, 102 between the adjoining slabs.
  • the likelihood of damage to the slabs is greatly reduced as the joints 101 and 102 are able to accommodate the rotation which effectively relieves the stress induced by this out-of-plane action P.
  • Fig. 4 shows a side view of the joint member 20 during installation.
  • the joint member 20 incorporates voids 37 and bears against a face of the formwork 500 such that voids 37 of the joint member 20 align with the voids 501, 502 in the formwork 500.
  • a peg 90 is then able to be inserted into the aligned holes.
  • the peg 90 includes prongs 91, 92 that locate in aligned formwork voids and joint member voids.
  • the pegs stabilise and support the joint member to inhibit it moving during a concrete pour. On curing of the concrete, the pegs are removed, and the formwork stripped leaving the contiguous slabs linked and separated by the joint members.
  • Fig. 5 shows a further embodiment of the joint member 20.
  • the joint member 45 shown in Fig. 5 shares many of the features of the joint member 20 and like features have been given like reference numerals.
  • the joint member 45 incorporates soft end portions 46, 47. These may be soft enough to accommodate compression on installation, such that the formulation of a gap may lead to the soft end portion expanding with the formation of the gap, and so maintaining a seal. In this way the ingress of detritus into the gap is reduced. Further, at the lower portion, the soft end portions provide a compressive membrane which enables the joint member to better accommodate the lengthening effect of the slabs as they angularly displace about the joint axis.
  • end portions 46, 47 may be fitted using a mechanical engagement, like a clip 48, and 49.
  • the end portions may be bonded to the joint member 45 using adhesive or welding.
  • the end portions and joint member may be co-extruded, providing a seamless join between the differing materials of the joint member and the end portions.
  • Fig. 6 shows a further embodiment of the joint member 50, whereby, to add further rigidity, the joint member has a rigid core 51, surrounded by a softer coating 52.
  • the rigid core 51 such as uPVC, steel etc provides the required rigidity for installation and shear force resistance, and the outer coating of rubber, polypropylene, HDPE etc provides a positive grip with the concrete, when the joint member transfers the displacement .
  • FIGS. 7 and 8 show alternative embodiments of the joint member 20 that are modified for providing expansion joints and construction joints between the contiguous slabs of the pavement.
  • the joint members 60 and 65 shown in Figs. 7 and 8 have been modified over the joint member 20 to provide this function. Nevertheless, the members 60 and 65 include many of the features of the earlier embodiment 20, and like features have been given like reference numerals. Specifically, the joint members 60 an 65 include the lateral portions 22 and bearing surfaces 27, 28 on one face 32 of those members.
  • the joint members 60 and 65 include a second face 62, 67 that is generally planar so that those members may further act as partial stops for temporary cessation of construction.
  • a second face 62, 67 that is generally planar so that those members may further act as partial stops for temporary cessation of construction.
  • Fig. 7 shows the joint member 60 having an expansion portion 61 for bearing against an adjacent slab, or complimentary expansion joint.
  • the expansion portion may be of rigid construction for acting as an end stop, or a softer material such as EPDM, to act as an expandable joint against the adjacent slab.
  • Fig. 8 shows a similar joint member 65 with expansion joint characteristics.
  • an expansion portion 66 is bonded to the second face.
  • the expansion portion is made from an expanded foam. Again, the expansion portion acts by bearing against an adjacent slab, or against a complimentary expansion joint.
  • joints 101, 102 and corresponding joint members are illustrated in Figs. 9 to 13.
  • the joints 101 and 102 incorporate a generally cylindrical joint member 70 which is embedded in the end surfaces of the slabs opposing the respective joints.
  • the respective joints also include compressible members 71, 72 which extend from the cylindrical joint member 70 to the outer surfaces 110, 111 of the pavement 100.
  • the shear is able to be transferred through the joints 101, 102 through the cylindrical joint member 70 1 , 70 2 .
  • the joint members are able to rotate about both joints with the outer surface 73 1 and 73 2 acting as bearing surfaces for the joint. Effective lengthening of the rotated slabs is accommodated by the compressible material 71 and 72.
  • a tongue and groove arrangement 75, 76 is provided at the joints 101 and 102.
  • one end surface of the slabs 103, 104 and 105 incorporate a groove 75 whereas the other end surface incorporates the tongue 76.
  • compressible materials 71, 72 is provided between the slabs and extend from the tongue and groove connection to the outer surfaces of the pavement 110, 111.
  • the tongue and groove provide arcuate engaging surfaces that allow rotation of the slabs about the connection.
  • Fig. 11 shows a similar embodiment to that disclosed in Fig. 10.
  • joints 101 include a tongue and groove connection 75 and 76, compressible material 71 and 72 are provided between adjoining slabs 103, 104 and 105.
  • compressible material 71 and 72 are provided between adjoining slabs 103, 104 and 105.
  • at least one of those edge surfaces of the slab is provided with a sheet covering.
  • sheet covering is formed from steel which provides permanent formwork for casting of one edge surface of the slabs. Further, this sheet covering 77 is embedded within the cast slab so that it is secured in place. In addition, if required the compressible members 71, 72 can be applied to the outer surface of the sheet covering 77. It is to be appreciated that the arrangement of Fig. 11 could be further modified so that both surfaces incorporate a sheet covering so that the bearing surfaces within the tongue and groove connection are provided by inter-engagement of the surfaces of the sheet coverings.
  • Fig. 12 illustrates a simplified version of the joints 101, 102 as disclosed in Figs. 10 and 11.
  • the joints 101 and 102 are formed from solely from a tongue and groove connection 75, 76.
  • the members include a gap 78 which allows for limited angular displacement of the respective slabs.
  • Fig. 13 discloses yet a further arrangement of joint 101 and 102.
  • the end surfaces of the respective slabs 103, 104 and 105 are shaped as gear teeth which enable shear to be transferred in the manner of gear teeth, and rotation to be accommodated by rolling, in the manner of a gear wheel.
  • the end surface of one slab 104 includes a single gear tooth 79 whilst the opposing end surface of the slab 103 is profiled to include opposite shoulders 80, 81 which allow the gear tooth 79 to roll between the shoulders 80 and 81 through the limited angular displacement.
  • a full scale prototype concrete footpath was constructed at RMIT University, Melbourne, Australia.
  • the prototype was 5m long, 1.5m wide and 75mm thick. It was cast on a steel frame, designed in such a way that the formwork could be removed from underneath and so that the prototype could be jacked up from virtually any point - to simulate various scenarios of tree root invasion and soil expansion/movement.
  • Four joint members made from rigid PVC were installed in the footpath. They were 1.5 m apart from each other thus dividing the footpath into three 1.5 m long slabs, plus two 250 mm long end slabs. The ends of the footpath were restrained by steel angles.
  • the cross- sectional shape of the joint member was substantially as the same as shown in Fig. 1.
  • the prototype was cast using concrete with a nominal strength of 40 MPa. Prior to casting, the slump of the concrete was measured at 90 mm. All tests were conducted after the cylinder strength of concrete of slabs exceeded 20 MPa. The 7 day mean compressive strength of the concrete was found to be 22.9 MPa.
  • the slabs were pushed up from underneath using a long piece of solid timber, a timber packer and a hydraulic jack.
  • the slabs were jacked up to a maximum of approximately 50 mm, measured at the central joint. No additional load was applied to the slabs at this point.
  • the self- weight of each slab was about 400kg.
  • uniformly distributed loads of 200kg, 400kg and 490kg were added to Slab 1.
  • the layout of the test is shown in Fig. 14.
  • the displacements at the locations G3 to G6 were recorded by LVDT's.
  • the displacements at the locations Gl, G2 , G7 and G8 were negligible.
  • the maximum differential displacement without additional load on the slabs was 0.73 mm.
  • the maximum displacement when 490 kg of distributed load was put on Slab 1 was 2.03 mm.
  • the present invention provides pavement joints, joint members and profiled slabs that allow a load transfer mechanism that inhibits differential vertical movement of slabs when at least one of those slabs is affected by an out-of-plane action.
  • This load transfer mechanism is provided by the shear key which provides a means for transferring or equalising vertical displacement between the slabs.
  • one or multiple hinges are provided within the joint to provide a means of accommodating angular displacement relative to the joint axis so as to provide a mechanism whereby the pavement may articulate to relieve stress induced by the out-of-plane action.
  • the joints may incorporate joint members which locate between contiguous slabs or may be formed from a profile of the slabs themselves.
  • pavements of different types may be formed from slabs which are cast in-situ or may be constructed using preformed components or by a combination of both.
  • the pavements may be used for light traffic such as footpaths or sidewalks or may find application in heavier traffic environments such as on roadways or the like.
  • the word "comprise” or variations such as “comprises” or “comprising” is used in an inclusive sense, i.e. to specify the presence of the stated features but not to preclude the presence or addition of further features in various embodiments of the invention.

Abstract

La présente invention concerne un joint de trottoir (101, 102) placé entre deux bordures de trottoir contiguës (103, 104 et 105) incorporant une clé de cisaillement (12, 13, 22 et 23) et au moins une articulation (37, 38, 39 et 40). Cette clé de cisaillement et cette articulation sont opérationnels lorsqu'au moins une des bordures est soumise à un effort P en dehors du plan, la clé de cisaillement transférant le cisaillement entre les bordures et l'articulation permettant un déplacement angulaire des bordures par rapport à l'axe du joint dans au moins une direction. Dans une forme de réalisation, un joint (20) est placé entre les bordures de façon à fournir une clé de cisaillement et une articulation. Cette invention concerne aussi un joint et une bordure de trottoir destiné à être utilisé dans ce joint.
EP05742216A 2004-05-19 2005-05-19 Joint de trottoir Withdrawn EP1766140A4 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2004902665A AU2004902665A0 (en) 2004-05-19 An improved slab joint
PCT/AU2005/000717 WO2005111308A1 (fr) 2004-05-19 2005-05-19 Joint de trottoir

Publications (2)

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EP1766140A1 true EP1766140A1 (fr) 2007-03-28
EP1766140A4 EP1766140A4 (fr) 2011-05-04

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JP (1) JP5679619B2 (fr)
CA (1) CA2566889C (fr)
WO (1) WO2005111308A1 (fr)

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BE1019218A5 (nl) * 2010-04-23 2012-04-03 Beddeleem Nv Koppelprofiel.
MX360192B (es) 2012-10-22 2018-10-24 Cydex Pharmaceuticals Inc Composiciones de ciclodextrinas alquiladas y procesos para preparar y usar las mismas.
JP6263334B2 (ja) * 2013-04-04 2018-01-17 東京パワーテクノロジー株式会社 床版ユニット及びそれを用いた舗装構造と舗装方法
CN110792017B (zh) * 2019-11-12 2022-02-18 俞青 一种防积水飞溅的人行道路面结构

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FR2602253A1 (fr) * 1986-07-31 1988-02-05 Lathoumetie Alain Dispositif perfectionne de liaison de panneaux metalliques pour aire d'aerodrome
EP0408479A1 (fr) * 1989-07-13 1991-01-16 Technologies Speciales Ingenierie - T.S.I. (S.A.) Piste de roulement d'urgence et son procédé de mise en oeuvre
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Also Published As

Publication number Publication date
CA2566889C (fr) 2014-08-12
JP2007538182A (ja) 2007-12-27
EP1766140A4 (fr) 2011-05-04
JP5679619B2 (ja) 2015-03-04
WO2005111308A1 (fr) 2005-11-24
CA2566889A1 (fr) 2005-11-24

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