EP2946037A1 - Apparatus for forming a joint - Google Patents
Apparatus for forming a jointInfo
- Publication number
- EP2946037A1 EP2946037A1 EP14705552.9A EP14705552A EP2946037A1 EP 2946037 A1 EP2946037 A1 EP 2946037A1 EP 14705552 A EP14705552 A EP 14705552A EP 2946037 A1 EP2946037 A1 EP 2946037A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- elongate
- divider plate
- face
- strip
- 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.)
- Granted
Links
- 238000005266 casting Methods 0.000 claims description 25
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 238000009415 formwork Methods 0.000 description 16
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 238000004901 spalling Methods 0.000 description 4
- 230000001154 acute effect Effects 0.000 description 3
- 230000008602 contraction Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000001035 drying Methods 0.000 description 2
- -1 for example Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 150000001875 compounds Chemical group 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000000126 substance Chemical group 0.000 description 1
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
- E01C11/08—Packing of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- 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
-
- 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
- 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
- E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
- E04F15/14—Construction of joints, e.g. dividing strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
- E04F15/14—Construction of joints, e.g. dividing strips
- E04F15/142—Dividing strips or boundary strips
Definitions
- the present invention relates to an apparatus for forming a joint between concrete floor slab panels, a concrete floor slab panel comprising the apparatus, a concrete floor comprising the apparatus, a method of manufacturing a concrete floor slab panel and a method of manufacturing a concrete floor.
- Concrete floor slabs are generally cast as adjoining slab panels and each slab panel is cast inside a formwork; this formwork defines a space in which to cast the concrete.
- the formwork may be constructed from timber, steel, aluminium, plastic or the like.
- the formwork may be removable, which means it is removed after the concrete has cured.
- it may be leave-in-place formwork, which forms part of the resulting concrete structure, for example by providing at least part of an edge of a resulting concrete slab panel.
- the formwork generally comprises one or more upright elongate divider plates, which the concrete is cast against.
- the divider plates ensure that the concrete is contained within the desired space.
- the divider plates When a number of floor slab panels are cast next to one another to form a concrete floor or slab, the divider plates generally sit in between adjacent slab panels, and dowels or dowel plates, attached to the divider plates, are used to connect the slab panels together in order to transfer loads across the joint.
- the formwork should be positioned in such a way that the upper edges of the formwork coincide with the finished floor level (FFL), i.e. the level of the upper surface of the finished concrete floor slab.
- FTL finished floor level
- the slab and formwork rest on a subbase. If the subbase level (SBL) varies, the formwork will rest on the subbase's highest point. Because of this, it is common practice in casting concrete floors to allow around 15 - 25 mm between the formwork and the subbase for clearance. Concrete floor slab thicknesses are usually in the range of 150 to 200 mm.
- Formwork can be manufactured to desired thickness specifications, which is commonly done in 5 mm increments. If it is desired to cast a concrete slab with a thickness of, for example, 180 mm, formwork with a depth of 155 - 165 mm is normally used.
- a divider plate can be suspended at the desired FFL using suspension means.
- suspension means can, for example, be a jack, or pins may be placed on both sides of the divider plate and studs, which are commonly present in an apparatus for forming the edge of a concrete floor slab, may be welded to these pins, thus suspending the divider plate at the desired FFL.
- wedges, adjustable feet and the like can be used to position the formwork in the desired manner against the subbase and hold it in place whilst the concrete is cast.
- EP 1389648 Al describes an apparatus for forming the edge of a concrete floor slab panel, the apparatus comprising a divider plate with a plurality of apertures, dowels for engaging through the apertures and sleeves for applying to the dowels, in which the divider plate is provided with means to adjust the height thereof above the subbase.
- the apparatus can also comprise edge rails supportable by the divider plate.
- Known apparatuses for forming a joint between concrete floor slab panels can use studs for anchoring to the concrete, i.e. connecting the apparatus with the concrete on either side, as shown in EP 1389648 Al. These studs are commonly spaced at regular intervals (about every 25 cm) along the length of the apparatus. However, in between the studs there is no anchorage of the apparatus to the concrete. Therefore, if, for example, the apparatus is cut to a particular length and the final section is cut just before a stud, there could be almost 25 cm of free apparatus not anchored to the concrete.
- an apparatus for forming a joint between concrete floor slab panels comprising:
- a divider plate for bounding a side of a concrete floor slab panel
- each of the first and second top strips comprises:
- an elongate top face presenting an elongate edge configurable to lie at the level of the top surface of a concrete floor slab panel; and an elongate concrete abutment face extending from the elongate edge of the top face, which abutment face is a continuous face adapted for concrete to be cast against and which extends along the length of the relevant top strip;
- the arrangement being such that in use after casting concrete, the elongate concrete abutment face extends downward from the elongate edge of the top face at an angle such that the angle between the abutment face and the top surface of an abutting concrete floor slab panel is from 65° to 135°.
- the term "elongate”, as used in the context of the concrete engagement member, the top face, the edge of the top face and/or the concrete abutment face, means that the relevant element has an elongate shape.
- the longitudinal axis of the elongate element is, in use, positioned parallel to the longitudinal axis of the divider plate, and hence of the apparatus.
- the elongate concrete engagement member extends into the region where, in use, concrete would be cast, the arrangement being such that the top strips are securable to adjacent concrete floor slab panels by means of their respective concrete engagement members.
- the purpose of the "elongate concrete engagement member” is to engage with the concrete on each side of the apparatus. After the concrete has been cast, the elongate concrete engagement members on each of the top strips will be embedded into the concrete of the concrete slab panels on each side of the apparatus.
- the elongate concrete abutment face is a continuous face adapted for concrete to be cast against which extends along the length of the relevant top strip.
- the concrete can therefore abut the elongate abutment face in an uninterrupted manner, i.e. there are no protrusions from the abutment face which extend into the region where concrete would be cast.
- the continuous concrete abutment face does not contain any apertures.
- the concrete can abut the elongate abutment face along the length of the relevant top strip.
- the invention provides an apparatus which allows continuous engagement with adjacent concrete floor slab panels on both sides of a joint, while at the same time providing a continuous face for the concrete to abut on each side of the joint, which can limit the risk of spalling.
- the apparatus can significantly enhance the performance characteristics of the resulting concrete floor slabs.
- concrete slab panels are prone to shrinkage during curing which causes the edges of the adjacent slab panels to separate. This exposes the upper edge, or arris, of each individual slab panel to damage from loads such as from vehicles, including for example lorries or forklift trucks, passing across the joint.
- the top strips help to protect each arris from such damage, and improve the longevity of the slab at the joints.
- Each top strip comprises a top section having an elongate top face.
- the top face is the face of the apparatus which would still be visible from above after the concrete has been cast.
- the elongate top face of the top section of one or each top strip is at least 2 mm wide, or at least 3 mm wide, or at least 6 mm wide, or at least 8 mm wide. This can result in a stronger top section, and can allow more effective protection of the arris.
- the elongate top face is from 3 mm to 20 mm wide, or from 3 mm to 15 mm wide, or from 3 mm to 12 mm wide, or from 3 mm to 10 mm wide, or from 6 mm to 20 mm wide, or from 6 mm to 15 mm wide, or from 6 mm to 12 mm wide, or from 6 mm to 10 mm wide, or from 7 mm to 20 mm wide, or from 7 mm to 15 mm wide, or from 7 mm to 12 mm wide, or from 7 mm to 10 mm wide, or from 8 mm to 20 mm wide, or from 8 mm to 15 mm wide, or from 8 mm to 12 mm wide, or from 8 mm to 10 mm wide.
- the elongate top face is about 5 mm wide, or about 10 mm wide, or about 15 mm wide.
- the top section of each top strip also has an elongate concrete abutment face.
- the elongate concrete abutment face of the top section of one or each top strip is at least 2 mm deep, or at least 3 mm deep, or at least 6 mm deep, or at least 8 mm deep.
- the elongate concrete abutment face is from 3 mm to 20 mm deep, or from 3 mm to 15 mm deep, or from 3 mm to 12 mm deep, or from 3 mm to 10 mm deep, or from 6 mm to 20 mm deep, from 6 mm to 15 mm deep, or from 6 mm to 12 mm deep, or from 6 mm to 10 mm deep, or from 7 mm to 20 mm deep, from 7 mm to 15 mm deep, or from 7 mm to 12 mm deep, or from 7 mm to 10 mm deep, or from 8 mm to 20 mm deep, from 8 mm to 15 mm deep, or from 8 mm to 12 mm deep, or from 8 mm to 10 mm deep.
- the elongate concrete abutment face is about 5 mm deep, or about 10 mm deep, or about 15 mm deep.
- the distance indicated by "deep” means the distance from the elongate edge configurable to lie at the level of the top surface of a concrete floor slab panel to a lower elongate edge of the elongate concrete abutment face.
- the arrangement is such that in use after casting concrete, the elongate concrete abutment face extends downward from the elongate edge of the top face at an angle such that the angle between the abutment face and the top surface of an abutting concrete floor slab panel is from 65° to 135°.
- the elongate concrete abutment face extends downward from the elongate edge of the top face at an angle of from 25° away from true vertical in the direction where the angle between the abutment face and the top surface of an abutting concrete floor slab panel would be an acute angle (i.e. the angle between the abutment face and the top surface of an abutting concrete floor slab panel would be 65°) to 45° away from true vertical in the direction where the angle between the abutment face and the top surface of an abutting concrete floor slab panel would be an obtuse angle (i.e. the angle between the abutment face and the top surface of an abutting concrete floor slab panel would be 135°).
- the angle between the abutment face and the top surface of an abutting concrete floor slab panel can therefore be a right angle, an acute angle or an obtuse angle.
- the elongate concrete abutment face extends downward from the elongate edge of the top face at an angle such that the angle between the abutment face and the top surface of an abutting concrete floor slab panel is from 70° to 135°, or from 75° to 135°, or from 80° to 135°, or from 85° to 135°, or from 65° to 130°, or from 70° to 130°, or from 75° to 130°, or from 80° to 130°, or from 85° to 130°, or from 65° to 125°, or from 70° to 125°, or from 75° to 125°, or from 80° to 125°, or from 85° to 125°, or from 65° to 120°, or from 70° to 120°, or from 75° to 120°, or from
- the elongate concrete abutment face in use after casting concrete, extends downward from the elongate edge of the top face at an angle such that the angle between the abutment face and the top surface of an abutting concrete floor slab panel is from 90° to 135°, i.e. the angle between the abutment face and the top surface of an abutting concrete floor slab panel is a right angle or an obtuse angle.
- the angle between the abutment face and the top surface of an abutting concrete floor slab panel is from 90° to 130°, or from 90° to 125°, or from 90° to 120°, or from 90° to 115°, or from 90° to 110°, or from 90° to 105°, or from 90° to 100°, or from 90° to 95°.
- the elongate concrete abutment face in use after casting concrete, extends downward from the elongate edge of the top face at an angle such that the angle between the abutment face and the top surface of an abutting concrete floor slab panel is from 65° to 90°, i.e.
- the angle between the abutment face and the top surface of an abutting concrete floor slab panel is a right angle or an acute angle.
- the angle between the abutment face and the top surface of an abutting concrete floor slab panel is from 70° to 90°, or from 75° to 90°, or from 80° to 90°, or from 85° to 90°.
- the elongate abutment face in use after casting concrete, extends vertically downward from the elongate edge of the top face.
- the angle between the abutment face and the top surface of an abutting concrete floor slab panel is a right angle, i.e. about 90°.
- the elongate concrete abutment face can therefore lie parallel to the divider plate.
- This arrangement means that the section of concrete which abuts the abutment face can be at least as thick as the abutment face is deep, and typically there is no thinning of concrete along the abutment face, thus limiting the risk of spalling.
- the top section of one or each top strip comprises an elongate Dutch fold or folds. Such a fold can strengthen the top section.
- concrete slab panels are prone to shrinkage during curing, which causes adjacent slab panels to separate, leaving a gap between them.
- the elongate concrete engagement member of one or each top strip contains a plurality of apertures. Such apertures allow the elongate concrete engagement members to become more strongly embedded in the concrete during casting and curing, and therefore help to fix the top strips, and hence the apparatus, in position relative to the concrete.
- each of the first and second top strips comprises an elongate concrete engagement member and a top section, which top section comprises an elongate top face and an elongate concrete abutment face.
- one or each top strip further comprises a connection section in between the top section and the concrete engagement member.
- the arrangement is such that in use after casting concrete, the connection section lies parallel or substantially parallel to the divider plate.
- the term "substantially parallel” is to be understood as being at an angle of less than 20° away from true parallel. In an embodiment, this is less than 19°, less than 18°, less than 17°, less than 16°, less than 15°, less than 14°, less than 13°, less than 12°, less than 11°, less than 10°, less than 9°, less than 8°, less than 7°, less than 6°, less than 5°, less than 4°, less than 3°, less than 2°, or less than 1° away from true parallel. Any angle away from true parallel can be to either side of true parallel.
- the concrete engagement member of one or each top strip extends from a lower elongate edge of the elongate concrete abutment face.
- the apparatus according to the first aspect of the invention comprises a divider plate and first and second top strips, the first top strip being connectable to the divider plate, and the second top strip being frangibly connectable to the divider plate and/or the first top strip.
- the divider plate and the two top strips are thus three distinct components.
- the first top strip is connectable to the divider plate.
- the components may, for example, be frangibly connectable or permanently connectable.
- the first top strip is connected to the divider plate.
- the components may, for example, be frangibly connected or permanently connected.
- the second top strip is frangibly connectable to the divider plate and/or the first top strip.
- the second top strip is frangibly connected to the divider plate and/or the first top strip.
- the second top strip is frangibly connectable to the divider plate.
- the second top strip is frangibly connected to the divider plate.
- the second top strip is frangibly connectable to the first top strip. In an embodiment, the second top strip is frangibly connected to the first top strip.
- the second top strip is frangibly connectable to the divider plate and the first top strip. In an embodiment, the second top strip is frangibly connected to the divider plate and the first top strip. In an embodiment, the first top strip is connected to the divider plate, and the second top strip is frangibly connected to the divider plate and/or the first top strip.
- the connection between the divider plate and the first top strip, or between the divider plate and the first and second top strips, is located in the region towards the top of the divider plate; at least the bottom part of the divider plate extends out beyond the top strips.
- the top strips will sit at or near the surface of a concrete floor slab, providing a continuous face for the concrete to abut on each side of the joint and ensuring that the apparatus remains firmly anchored to the concrete on both sides of the joint, while the divider plate extends further down towards the subbase or even rests on the subbase, allowing the divider plate to fulfil its usual function of helping to retain the concrete within the desired space.
- the top part of the divider plate is positioned in between the first and second top strips.
- the divider plate and the first and second top strips are connected via yieldable fixings.
- the divider plate is adapted to support the first top strip.
- the first and second top strips are connected via yieldable fixings. Yieldable fixings fail under tension as shrinking occurs during the curing process and the top strips of adjacent slab panels are drawn apart.
- the yieldable fixings comprise low tensile strength bolts. .Examples of such low tensile strength bolts are bolts formed from nylon, the threads of which will become stripped under shrinkage forces, or the shanks of which will fail under tension.
- one or each top strip is formed from an elongate flat section of material.
- one or each top strip is formed from a metal such as, for example, steel.
- one or each top strip is unitary. This means that the elongate concrete engagement member and the top section (comprising the elongate top face and the elongate concrete abutment face) are integral in a single component.
- one or each top strip is formed from a single sheet of metal by rolling and/or folding.
- the top strips may be arranged to mate with each other along linear or non-linear edges.
- the top strips are arranged to mate with each other along linear edges.
- the top strips are arranged to mate with each other along non-linear edges, such as curved edges.
- the divider plate can be conventional in construction, for example as in EP 1389648 or similar.
- the divider plate is an elongate flat section of material.
- the divider plate is non-deformable. This means that the material from which the divider plate is made is not compressible by the concrete once the concrete has been cast on one or both sides of the divider plate.
- the divider plate is formed from a metal such as, for example, steel. This can result in a divider plate of high mechanical strength, capable of withstanding the forces acting upon it during the casting of concrete.
- the divider plate comprises a longitudinal fold at the top edge and/or the lower edge of the divider plate.
- a fold can, for example, be a longitudinal L-fold, a longitudinal J-fold, a longitudinal V-fold or a Dutch fold (where the divider plate is completely folded back on itself).
- Such a fold can strengthen the divider plate.
- the divider plate comprises one or more apertures.
- the apparatus further comprises one or more dowels or dowel plates for engaging through the one or more apertures. These act to connect the resulting concrete slab panels together and to provide a method of load transfer between adjacent slab panels.
- the apparatus according to the first aspect of the invention can be used to form, for example, prefabricated four-way intersections, three-way "T" intersections, corner units and loading dock corners.
- a concrete floor slab panel comprising the apparatus according to the first aspect of the invention .
- a concrete floor comprising the apparatus according to the first aspect of the invention or the slab panel according to the second aspect of the invention.
- a method of manufacturing a concrete floor slab panel comprising the steps of
- a method of manufacturing a concrete floor comprising the steps of
- steps (i) and (ii) are performed more than once.
- Figure 1 shows a perspective view of a first embodiment of the apparatus of the invention.
- Figure 2 shows an area cross-sectional view of the embodiment of Figure 1 perpendicular to its length, after concrete has been cast on both sides of the apparatus, with the second top strip abutting the divider plate.
- Figure 3 shows an area cross-sectional view of the embodiment of Figure 1 perpendicular to its length, after concrete has been cast on both sides of the apparatus, with the second top strip moved away from the divider plate and the first top strip, in the direction perpendicular to the longitudinal axis of the joint.
- Figure 4 shows a perspective view of a second embodiment of the apparatus of the invention.
- the apparatus 1 broadly comprises a divider plate 2, a first top strip 3 and a second top strip 4.
- the divider plate 2 is an elongate flat section of steel, with a longitudinal J-fold 5 at its lower edge.
- the divider plate 2 comprises apertures 6 along its length at regular intervals.
- the apertures 6 are adapted to receive dowel plates 7.
- the dowel plates 7 are encased in dowel sleeves 8, which, in use, allow movement of the concrete as it sets and shrinks.
- the top strips 3, 4 are elongate sections of steel. Each top strip 3, 4 is unitary.
- Each top strip 3, 4 contains an elongate concrete engagement member 9 extending into the region where, in use, concrete would be cast.
- Each concrete engagement member 9 contains a plurality of apertures 10.
- Each top strip 3, 4 further contains a top section 11.
- the top section 11 has an elongate top face 12.
- the top face 12 is the face of the apparatus which would still be visible from above after the concrete has been cast.
- the top face 12 presents an elongate edge 13 which in use will lie at the level of the top surface of a concrete floor slab panel.
- the top section 11 also has an elongate concrete abutment face 14 extending vertically downward from the elongate edge 13 of the top face 12. As can be seen from Figures 2 and 3, this means that in use after casting concrete, the angle between the abutment face 14 and the top surface of an abutting concrete floor slab panel is about 90°.
- the elongate concrete abutment face 14 lies parallel to the divider plate 2.
- the concrete abutment face 14 provides a continuous face for the concrete to abut; the concrete can abut the elongate abutment face 14 along the length of the relevant top strip in an uninterrupted manner.
- the concrete abutment face 14 does not contain any apertures.
- each top strip 3, 4 contains a connection section 15 which lies parallel to the divider plate 2. Holes 16 are present in the connection sections 15 of top strips 3, 4 and in the divider plate 2; the top strips 3, 4 and the divider plate 2 can be connected together by putting low tensile bolts 17 through these holes 16.
- each top strip 3, 4 is formed by a simple Dutch fold.
- the steel from which the top strips 3, 4 are formed is 3mm thick, this will result in an elongate top face 12 which is about 6 mm wide.
- the elongate concrete abutment face 14 can be as deep as is desired, for example about 10 mm deep.
- each top strip 3, 4 is formed by a Dutch fold which has been folded out, away from the divider plate 2, resulting in a Dutch fold approximately perpendicular to the connection section 15 of each top strip 3, 4.
- the steel from which the top strips 3, 4 are formed is 3 mm thick, this will result in an elongate concrete abutment face 14 which is about 6 mm deep.
- the elongate top face 12 can be as wide as is desired, for example about 10 mm wide.
- the divider plate 2 and the top strips 3, 4 are suspended at the desired FFL using support means, which can include suspension means such as, for example, a jack.
- the jack can be secured to the subbase, for example via a pin. Additional pins can also be placed in the ground next to the divider plate, and wedges can be placed between these pins and the divider plate 2, in order to secure the apparatus to the subbase in a desired location and prevent movement caused by the thrust of the concrete.
- the apparatus will form at least part of an edge of a space for casting concrete. The entire edge may be formed by the apparatus, and the remaining edges may also be formed by further units of the apparatus.
- the top strips 3, 4 are firmly anchored to the concrete by means of their concrete engagement members 9 which have become embedded in the concrete.
- the arris of each concrete slab panel is protected.
- the concrete abuts the elongate abutment face 14 along the entire length of each top strip.
- the concrete slab panels will display normal drying shrinkage. As the concrete on each side of the joint shrinks, the top strips 3, 4 move apart since they are anchored to the concrete. During this process, the dowel plates 7 will slide in the dowel sleeves 8, so as a gap opens up between the slab panels. The divider plate will stay on the side of the first top strip 3.
- the apparatus of the invention can allow continuous engagement with adjacent concrete floor slab panels on both sides of a joint, while at the same time providing a continuous face for the concrete to abut on each side of the joint, which can limit the risk of spalling. Therefore the apparatus can significantly enhance the performance characteristics of the resulting concrete floor slabs.
- the invention can provide a relatively light apparatus which has the required rigidity and stiffness, improving the ease of use and hence the ease of manufacturing concrete floors.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
- Building Environments (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1300928.7A GB2511729B (en) | 2013-01-18 | 2013-01-18 | Floor joint apparatus |
PCT/GB2014/050114 WO2014111712A1 (en) | 2013-01-18 | 2014-01-16 | Apparatus for forming a joint |
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EP2946037A1 true EP2946037A1 (en) | 2015-11-25 |
EP2946037B1 EP2946037B1 (en) | 2019-09-11 |
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EP14705552.9A Active EP2946037B1 (en) | 2013-01-18 | 2014-01-16 | Apparatus for forming a joint |
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EP (1) | EP2946037B1 (en) |
AU (1) | AU2014206674B2 (en) |
BR (1) | BR112015016818B1 (en) |
ES (1) | ES2761578T3 (en) |
GB (1) | GB2511729B (en) |
WO (1) | WO2014111712A1 (en) |
Cited By (1)
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CN106703224A (en) * | 2017-01-05 | 2017-05-24 | 浙江大学建筑设计研究院有限公司 | Overlength concrete wall crack control design method based on hidden-type crack induction inserts |
Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
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US10077551B2 (en) | 2015-10-05 | 2018-09-18 | Illinois Tool Works Inc. | Joint edge assembly and method for forming joint in offset position |
US10119281B2 (en) | 2016-05-09 | 2018-11-06 | Illinois Tool Works Inc. | Joint edge assembly and formwork for forming a joint, and method for forming a joint |
AU2018226392A1 (en) | 2017-10-13 | 2019-05-02 | Illinois Tool Works Inc. | Edge protection system having dowel plate |
WO2019074631A1 (en) * | 2017-10-13 | 2019-04-18 | Illinois Tool Works Inc. | Edge protection system having retaining clip |
AU2018226394A1 (en) | 2017-10-13 | 2019-05-02 | Illinois Tool Works Inc. | Edge protection system having clip retainment |
WO2019074632A1 (en) * | 2017-10-13 | 2019-04-18 | Illinois Tool Works Inc. | Edge protection system having dowel plate |
AU2018226390A1 (en) | 2017-10-13 | 2019-05-02 | Illinois Tool Works Inc. | Edge protection system having retaining clip |
AU2018226391A1 (en) | 2017-10-13 | 2019-05-02 | Illinois Tool Works Inc. | Edge protection system having support foot |
AU2018226389A1 (en) | 2017-10-13 | 2019-05-02 | Illinois Tool Works Inc. | Edge protection system having bridging pins |
AU2018226393A1 (en) | 2017-10-13 | 2019-05-02 | Illinois Tool Works Inc. | Edge protection system with intersection module |
WO2019074627A1 (en) * | 2017-10-13 | 2019-04-18 | Illinois Tool Works Inc. | Edge protection system having clip retainment |
AU2019264633A1 (en) | 2018-11-19 | 2020-06-04 | Illinois Tool Works Inc. | Support bracket |
US11598084B2 (en) * | 2019-09-20 | 2023-03-07 | Connect-Ez, Llc | Metal shear connector structure for adjacent concrete panels |
US11578491B2 (en) * | 2020-02-07 | 2023-02-14 | Shaw Craftsmen Concrete, Llc | Topping slab installation methodology |
CN114892466B (en) * | 2022-05-24 | 2023-10-31 | 新疆北新科技创新咨询有限公司 | Road gap filling and repairing structure |
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FI110631B (en) * | 1998-10-20 | 2003-02-28 | Teraespeikko Oy | Process for the preparation of a field of ground-fixed concrete slabs and fields of ground-fixed concrete slabs |
BE1016053A4 (en) * | 2004-05-19 | 2006-02-07 | Coredis S A | Seal metal lightweight concrete surface. |
GB2421049B (en) * | 2005-12-21 | 2006-11-22 | Permaban Products Ltd | Screed rail |
EP1801311A1 (en) * | 2005-12-21 | 2007-06-27 | MGSI- Acessorios Para Industrias, LDA | Slab formwork system |
GB0811427D0 (en) * | 2008-06-20 | 2008-07-30 | Permaban Ltd | Screed rail apparatus |
PT104132A (en) * | 2008-07-16 | 2010-01-18 | Mgsi Acessorios Para Ind Lda | IMPROVEMENTS IN A FLOOR COVERING SYSTEM |
GB0902724D0 (en) * | 2009-02-17 | 2009-04-01 | Permaban Ltd | Anti-spalling edge |
GB2487817B (en) * | 2010-10-28 | 2016-06-29 | Illinois Tool Works | Improvements in and in relation to metal edging for concrete slabs |
-
2013
- 2013-01-18 GB GB1300928.7A patent/GB2511729B/en active Active
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2014
- 2014-01-16 WO PCT/GB2014/050114 patent/WO2014111712A1/en active Application Filing
- 2014-01-16 AU AU2014206674A patent/AU2014206674B2/en active Active
- 2014-01-16 EP EP14705552.9A patent/EP2946037B1/en active Active
- 2014-01-16 ES ES14705552T patent/ES2761578T3/en active Active
- 2014-01-16 BR BR112015016818-3A patent/BR112015016818B1/en active IP Right Grant
Non-Patent Citations (1)
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See references of WO2014111712A1 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106703224A (en) * | 2017-01-05 | 2017-05-24 | 浙江大学建筑设计研究院有限公司 | Overlength concrete wall crack control design method based on hidden-type crack induction inserts |
CN106703224B (en) * | 2017-01-05 | 2022-05-24 | 浙江大学建筑设计研究院有限公司 | Crack control design method for overlong concrete wall by adopting hidden crack induction inserting plate |
Also Published As
Publication number | Publication date |
---|---|
WO2014111712A1 (en) | 2014-07-24 |
GB2511729A (en) | 2014-09-17 |
BR112015016818A2 (en) | 2017-07-11 |
GB2511729B (en) | 2019-04-03 |
BR112015016818B1 (en) | 2021-12-07 |
AU2014206674A1 (en) | 2015-08-06 |
ES2761578T3 (en) | 2020-05-20 |
GB201300928D0 (en) | 2013-03-06 |
AU2014206674B2 (en) | 2017-05-18 |
EP2946037B1 (en) | 2019-09-11 |
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