WO2018018063A1 - Improved formwork assembly - Google Patents

Improved formwork assembly Download PDF

Info

Publication number
WO2018018063A1
WO2018018063A1 PCT/AU2017/000149 AU2017000149W WO2018018063A1 WO 2018018063 A1 WO2018018063 A1 WO 2018018063A1 AU 2017000149 W AU2017000149 W AU 2017000149W WO 2018018063 A1 WO2018018063 A1 WO 2018018063A1
Authority
WO
WIPO (PCT)
Prior art keywords
surface forming
assembly
edges
elements
formwork
Prior art date
Application number
PCT/AU2017/000149
Other languages
French (fr)
Inventor
Emilio Rosati
Original Assignee
Form 700 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 AU2016902953A external-priority patent/AU2016902953A0/en
Application filed by Form 700 Pty Ltd filed Critical Form 700 Pty Ltd
Priority to AU2017301093A priority Critical patent/AU2017301093B2/en
Priority to KR1020197005145A priority patent/KR20190031539A/en
Priority to CN201780045690.4A priority patent/CN109563710A/en
Priority to US16/320,600 priority patent/US10808411B2/en
Priority to SG11201811176QA priority patent/SG11201811176QA/en
Priority to CA3029894A priority patent/CA3029894A1/en
Priority to RU2019103963A priority patent/RU2744422C2/en
Priority to JP2019502571A priority patent/JP2019523353A/en
Priority to EP17833078.3A priority patent/EP3491206A4/en
Publication of WO2018018063A1 publication Critical patent/WO2018018063A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G2009/023Forming boards or similar elements with edge protection
    • E04G2009/025Forming boards or similar elements with edge protection by a flange of the board's frame

Definitions

  • This disclosure relates to a formwork assembly for moulding upwardly extending building features such as columns or walls that extend between adjacent floor slabs.
  • Construction of multi-storey concrete buildings involves sequential floor by floor casting of concrete structures.
  • a casting structure referred to as formwork is used to progressively advance the building upwardly, floor by floor.
  • Formwork to create a floor slab will comprise horizontal elements that are positioned between vertical building features such as columns and walls that extend between floor slabs.
  • Reinforced concrete uses reinforcing steel in the form of steel rods, steel frames and mesh, which is positioned on and within
  • a formwork assembly for moulding an upwardly extending building feature comprising at least two surface forming elements for forming one side of said building feature, wherein each surface forming element comprises a casting surface and a pair of lengthwise extending parallel edges, wherein in use, the surface forming elements are stacked by abutting along these edges, and each of these edges comprise a means for interlocking the surface forming elements with respect to each other so that the resulting formwork assembly forms a single, continuous casting surface.
  • the surface forming elements extend substantially horizontally.
  • a surface forming element for a formwork assembly for moulding an upwardly extending building feature and comprising at least two surface forming elements, where each surface forming element comprises a casting surface, and a pair of lengthwise extending parallel edges, wherein in use, the surface forming elements are stacked by abutting along these edges, and each of these edges comprise a means for interlocking the surface forming elements with respect to each other so that the resulting formwork assembly forms a single, continuous casting surface.
  • each surface forming element comprises a panel assembly.
  • the interlocking means for each lengthwise extending parallel edge comprises at least one projection and at least one recess, wherein in use, interlock is effected by engagement of the projection of one element with the recess of the other, and vice versa.
  • the means for interlocking the abutting formwork elements comprises a profile shape of the edges.
  • the profile shape is substantially constant throughout the length of the surface forming element.
  • the profile shape comprises a single projection and a single recess.
  • the profile shape of the two edges differs inasmuch as a profile shape of a first of the edges is an inversion of the other of the edges.
  • the profile shape comprises a step, and step-shaped recess adjacent to the step, where this step-shaped recess is shaped to receive a step of a further surface forming element.
  • the interlocking means for each lengthwise extending parallel edge comprises a plurality of projections and recesses spaced apart lengthwise along the edges.
  • the projections comprise prongs or teeth
  • the recesses comprise apertures for recemng the prongs or teeth.
  • each surface forming element comprises a means for securing a pair of stacked surface forming elements with respect to each other.
  • each surface forming element comprises a means for securing a pair of surface forming elements with respect to each other in an end to end relationship.
  • pins or fasteners such as bolts or screws extend through aligned holes in the adjacent frame members to secure the two surface forming elements together.
  • each surface forming element comprises a catch for securing the two surface forming elements together.
  • the formwork assembly can extend from an upper surface of a lower floor slab to an underside surface of a floor slab above. This formwork assembly will be held captive between these surfaces until the uppermost surface forming element is removed, thereby allowing successive removal of the remaining surface forming elements from the newly formed concrete surface.
  • each of the surface forming elements comprises a rectilinear perimeter frame and an infill panel.
  • the perimeter frame comprises a border extending about a perimeter of the infill panel so as to form the continuous casting surface along with the infill panel.
  • the border is made of a more wear resistant material than the infill panel.
  • the border is made from a metal
  • the board is made from one of a timber, a plywood, a plastic or a composite.
  • the frame comprises a pair of lengthwise extending parallel side members, a pair of end members, and a plurality of spaced apart bracing members bridging the side members.
  • the lengthwise extending parallel side members of the frame comprise a plurality of apertures spaced apart there along, for receiving threaded fasteners, pins or the like to secure a pair of stacked surface forming elements with respect to each other.
  • the end members of the frame comprise apertures for receiving threaded fasteners or pins or the like to secure a pair of surface forming elements with respect to each other endwise.
  • the formwork assembly further comprises an edge element at the bottom, at least, of each stack of surface forming elements. [0036] In one fonn, the formwork assembly further comprises an edge element at the top of each stack of surface forming elements.
  • each edge element comprises a pair of lengthwise extending parallel side edges, where a first side edges comprises a square edge for forming an end edge, and a second side edge comprises a profile shape identical to that of the surface forming element, so that a surface forming element can be stacked atop of, and interlock with this second side edge.
  • the interlocking feature comprises either of a male or a female feature or portion, where the male feature or portion is adapted to engage the female feature or portion.
  • the interlocking feature comprises either of a projection or a recess, where the projection is adapted to interlock with the recess and vice versa.
  • a number of surface fonning elements can be used, which in turn reduces the size and weight of each surface fonning element. This greatly assists in easier manual handling of the various elements forming the assembly.
  • each surface forming element will be detennined by the number of panels used and the distance between the upper surface of the lower floor and the underneath surface of the upper floor being formed.
  • the length of the surface forming elements will depend on the type of vertical feature being created. For example, columns will require shorter lengths by comparison to internal walls which will require longer lengths.
  • An internal wall may be formed by using a pair of formwork panel assemblies spaced apart by the required thickness of the wall. Additional formwork can be placed so as to extend between the pair of fonnwork assembly panels at each end and held in place to form the ends of the walls. Ties can extend between the pair of formwork assembly panels to hold them together under the weight of the concrete, and the formwork forming the ends of the walls can be braced with respect to the pair of fonnwork panel assemblies.
  • the formwork assembly panels can be connected along abutting edges and ties can extend between opposing pairs of formwork panel assemblies.
  • a bracing frame can be fonned around the assembled fonnwork panels to hold them in position.
  • Figure 1 illustrates a front view of a surface forming element
  • Figure 2 is an end view of the surface forming element of Figure 1 ;
  • Figure 3 is a cross-sectional view through the surface forming element of Figure 1 , taken at C-C;
  • Figure 4 is a cross-sectional view through the surface forming element of Figure 1, taken at A-A;
  • Figure 5 illustrates a front view of a formwork assembly for moulding an upwardly extending building feature, the formwork assembly comprising a plurality of the surface forming elements of Figure 1 ;
  • Figure 6 is a cross-sectional view through the formwork assembly of Figure 5, taken at 1 - 1 ;
  • Figure 7 illustrates a front view of a surface forming element according to a further embodiment
  • Figure 8 is an end view of the surface forming element of Figure 7;
  • Figure 9 is a cross-sectional view through the surface forming element of Figure 7, taken at C-C;
  • Figure 10 is a cross-sectional view through the surface forming element of Figure 7, taken at A- A;
  • Figure 1 1 is a detail view taken at Detail 3 in Figure 8;
  • Figure 12 is a detail view taken at Detail 4 in Figure 8;
  • Figure 13 is a detail view taken at Detail 5 in Figure 9;
  • Figure 14 is a detail view taken at Detail 6 in Figure 9;
  • Figure 15 is a front view of an edge element;
  • Figure 16 is a cross-sectional view through the edge element of Figure 15, taken at A-A; and [0062] Figure 17 is a detail view taken at Detail A in Figure 16;
  • Figure 18 illustrates a front view of a formwork assembly for moulding an upwardly extending building feature, the formwork assembly comprising a plurality of the surface forming elements of Figure 1 ;
  • Figure 19 is a side view of the formwork assembly of Figure 18;
  • Figure 20 is a cross-sectional view through the formwork assembly of Figure 18, taken at C-C;
  • Figure 21 illustrates a front view of a further formwork assembly for moulding an upwardly extending building feature, the formwork assembly comprising a plurality of the surface forming elements of Figure 1 ;
  • Figure 22 is a plan view of an end bracket of a first type, from the assembly of Figure 21 ;
  • Figure 23 is a side view of the end bracket of Figure 22;
  • Figure 24 is a plan view of an end bracket of a second type, from the assembly of Figure 21;
  • Figure 25 is a side view of the end bracket of Figure 24;
  • Figure 26 is a plan view of a panel joiner from the assembly of Figure 21 ;
  • Figure 27 is a side view of the panel joiner of Figure 26.
  • the surface forming element 1 comprises a generally rectilinear and elongate panel, a perimeter frame 10 and an infill panel 20.
  • the frame 10 comprises a pair of lengthwise extending parallel side members 12, a pair of end members 14, and a plurality of spaced apart bracing members 15 bridging the side members 12.
  • each of the side members 12 and end members 14 of the perimeter frame 10 comprises a rebate 16 (or step-shaped recess) shaped to receive an edge of the infill panel 20.
  • the perimeter frame 10 comprises a border extending about a perimeter of the infill panel 20 so as to form a flush, continuous casting surface C along with the infill panel 20.
  • the infill panel 20 is made of a material such as plywood, having a thickness of approximately 12 millimetres, but other materials (such as corflute or FRP) of varying thicknesses (depending on strength) may also be used.
  • the formwork assembly 100 comprises six of the surface forming elements 1, arranged into two abutting stacks of three surface forming elements 1 each, wherein each surface forming element 1 comprises a pair of lengthwise extending parallel side edges 12A, and wherein the surface forming elements 1 are stacked by abutting along these side edges 12A.
  • a formwork assembly 100 can comprise as many surface forming elements 1 arranged in as many stacks as is required for the particular application.
  • each of these edges 12A comprise a means for interlocking the surface forming elements 1 with respect to each other so that the resulting formwork assembly 100 forms a single, continuous casting surface C.
  • the interlocking means comprises a profile shape of the edges 12A, and more specifically, a cross-sectional shape of the side members 12, where this cross-sectional shape is substantially constant throughout the length of the side members 12, and the surface forming element 1.
  • each profile shape comprises a squared, step-shape comprising a (male or projecting) step 30, and a (female) step-shaped recess 40 adjacent to the step 30, where this step-shaped recess 40 is shaped to receive a step 30 of a further surface forming element 1.
  • the profile shape of the two edges 12A differs inasmuch as a profile shape of a first of the edges 12 A 1 , is an inversion of the other of the edges 12A2. That is to say, for a profile shape of a first of the edges 12A 1 the male step 30 extends along the continuous casting surface C, and the step-shaped recess 40 of the other of the edges 12A2 extends along the continuous casting surface C, and vice-versa.
  • the male step 30 extending along edge 12A1 of a first surface forming element 1 is received in the recess 40 along the lower edge 12A2 of a further surface forming element 1 stacked atop of the first surface forming element 1.
  • overlapping joints are formed that prevent egress of concrete while at the same time providing a smooth and flush continuous casting surface C against which concrete can be moulded, when the surface forming elements 1 are assembled.
  • the frame 10 is constructed primarily from a tubular aluminium (although other materials may be used), because this material can be extruded to produce the required cross-sectional shapes.
  • the lengthwise extending side members 12 of the frame 10 comprise a plurality of apertures 24 spaced apart there along, for receiving threaded fasteners, pins or the like.
  • each aperture 24 extends through the step 30, and in use, the apertures 24 in adjacent surface forming elements 1 align when they are stacked, so that threaded fasteners or pins (not illustrated) can be inserted through the aligned apertures 24 to secure an upper and a lower stacked surface forming element 1 together.
  • the dowels may be threaded (such as by use of Z-tie threads) to clamp the components together.
  • the end members 14 of the frame 10 comprise apertures 34 for receiving threaded fasteners or pins. As illustrated in Figure 6, these apertures 34 would enable a pair of surface forming elements 10 to be abutted end to end and secured together using threaded fasteners or pins.
  • the formwork assembly 100 further comprises a pair of edge elements 50, one each at the bottom (although these could also be used at the top) of the two abutting stacks of three surface forming elements 1.
  • Each edge element 50 comprises a rail of extruded aluminium, and a pair of lengthwise extending parallel side edges 50A.
  • a first of the lengthwise extending parallel side edges 50A1 comprises a square edge for resting atop of a floor or other surface
  • the other lengthwise extending parallel side edges 50A2 comprises a profile shape identical to that of the surface forming element 1 , so that a surface forming element 1 can be stacked atop of, and interlock with, the lengthwise extending parallel side edge 50A2.
  • the formwork assembly 100 further comprises a pair of narrowed surface forming elements 1 A, one each at the top of (although these could be used anywhere) the two abutting stacks of three surface forming elements 1.
  • These narrowed surface forming elements 1A are almost identical to the surface forming elements 1 described above, differing in that the distance between the side edges 12A is less.
  • These narrowed surface forming elements 1 A can be used in conjunction with the standard surface forming element 1 , and enable a required height to be achieved using a combination of these.
  • the formwork assembly 100 further comprises a plurality of couplers 60.
  • Each coupler 60 comprises a generally C-shaped bracket comprising a recess which is sized and shaped to receive a portion of a pair of interlocked side members 12.
  • Each coupler 60 further comprises a pair of apertures 64 for receiving the threaded fasteners or pins that join abutting end members 14. While optional, use of the couplers 60 adds strength and stability to the fonnwork assembly 100.
  • the formwork assembly 100 can be easily assembled from the bottom up so as to put in place fonnwork which can mould vertical building features between floor slabs. Once the fonnwork assembly is in place, the fonnwork forming the underside surface of the upper floor can abut against the upper edge of the formwork assembly 10.
  • the fonnwork assembly 100 can be dis-assembled from the top down.
  • FIG. 7 through 14 where there is illustrated a surface fonning element 1A according to a further embodiment.
  • Those parts of the surface forming element 1 A which are identical (or near- identical) to corresponding parts shown in the surface forming element 1 of Figures 1 through 6, will be denoted by the same reference numerals and will not be described again in detail.
  • the lengthwise extending side members 12 of surface fonning element 1 A differ in that these comprise an internal wall 13 at the point where the step in the profile cross-sectional shape occurs.
  • This internal wall 13 divides the previously L- shaped cavity inside of the l engthwise extending side members 12, into two cavities comprising a generally rectangular cross-sectional shape. In use, the internal wall 13 will both strengthen and stiffen the lengthwise extending side members 12 of surface forming element 1A.
  • the lengthwise extending side members 12 of surface forming element 1 A comprise a further set of apertures 44 spaced apart there along, for receiving threaded fasteners, pins or the like. Whereas the apertures 24 extend between inner and outer (relative to the continuous casting surface C) surfaces of the lengthwise extending side members 12, the apertures 44 extend perpendicular to the apertures 24, between upper and lower edges of each lengthwise extending side member 12.
  • each aperture 44 extends through the step 30, and in use, the apertures 44 in adjacent surface forming elements 1A align when they are stacked, so that bolts or pins (not illustrated) can be inserted through the aligned apertures 44 to secure an upper and a lower stacked surface forming element 1A together. This improves the strength and the stability of the stacked formwork assembly illustrated in Figures 18 through 20.
  • edge element 50A which are identical (or near- identical) to corresponding parts shown in the edge element 50 of Figures 5 and 6, will be denoted by the same reference numerals and will not be described again in detail.
  • the edge element 50A comprises a first set of apertures 24, and a second set of apertures 44, which in use, align with the apertures 24 and 44 respectively, of surface forming elements lA stacked atop of the edge element 50A, to receive bolts or pins which secure these together.
  • a wall or column can be formed by positioning a pair of formwork assemblies in an opposing relationship, and extending horizontal ties between them.
  • Each horizontal tie locates in one of the apertures 24 in the surface forming elements, comprises a Z-tie rod, and resists the weight of the concrete pushing the adjacent formwork panel assemblies apart.
  • end brackets 120 and 140 are secured with respect to the surface forming elements 1A, and these end brackets 120 and 140 support beams 160 which bridge (i.e. extend between) the brackets 120 and 140 associated with each of the pair of opposing formwork assemblies 100, and these beams 160 in turn support vertically extending formwork (not illustrated) such as planks or sheets of a suitable material (such as plywood), which will form the edge or end of the wall once the concrete is poured.
  • Each of the end brackets 120 and 140 comprises a pair of parallel spaced apart arms 150, and a connector 152 which bridges the anns 150, so that collectively, the arms 150 and the connector 152 define a slot 154 therebetween.
  • each of the arms 150 is inserted into an end of one of the contiguous tubular side members 12.
  • An end of one of the beams 160 is then received in the slot 154.
  • the arms 150 comprise holes 158 via which the arms 150 can be pinned or bolted in the side members 12.
  • a first type of end bracket 120 comprises arms 150 of square hollow section (SHS) steel, and a connector 152 of SHS steel which is welded at its ends to the arms 150.
  • Each of the arms 150 of end bracket 120 comprises a depth guide 156 which limits the depth to which the arms 150 can be inserted into the tubular side members 12.
  • this depth guide 156 comprises a length of outwardly projecting steel plate 156 which in use will abut against the rebate 16 for the infill panel 20.
  • a second type of end bracket 140 comprises arms 150 of flat steel bar, and a connector 152 of SHS steel which is welded at its ends to the anns 150.
  • the arms 150 of this end bracket 140 are thinner, and so the slot 154 therebetween is wider than that of the first type of end bracket 120, so that a larger, thicker beam 160 can be accepted within the slot 154 of the second type of end bracket 140.
  • This end bracket 140 further comprises an end plate 159 via which this end bracket 140 can be secured with respect to other structure or fonnwork.
  • the panel end connector 180 comprises an elongate body 182 comprising a pair of opposing ends.
  • the elongate body 182 comprises a length of SHS steel.
  • a first end of the panel end connector 180 is inserted into an end of one of the tubular side members 12 of a first surface forming element 1 A, and a second end of the panel end connector 180 is inserted into an end of one of the tubular side members 12 of a second surface forming element 1 A.
  • the panel end connector 180 further comprises a depth guide 186 which limits the depth to which the body 182 can be inserted into the tubular side members 12.
  • this depth guide 186 comprises a length of outwardly projecting steel plate which in use will abut against the rebate 16.
  • the body 182 of the connector 180 further comprise holes 188 via which the connector 180 can be pinned or bolted in the side members 12.

Abstract

This disclosure relates to a formwork element and a formwork assembly, that can be used to mould upwardly extending building features such as columns or walls that extend between adjacent floor slabs. In one fonn, the fonnwork assembly comprises at least two surface fonning elements, wherein each surface forming element comprises a casting surface and a pair of lengthwise extending parallel edges. In use, the surface forming elements are stacked by abutting along these edges, and each of these edges comprises a means for interlocking the surface forming elements with respect to each other so that the resulting formwork assembly forms a single, continuous casting surface.

Description

IMPROVED FORMWORK ASSEMBLY
PRIORITY DOCUMENTS
10001 ] The present application claims priority from:
Australian Provisional Patent Application No. 2016902953 titled "IMPROVED FORMWORK
ASSEMBLY" and filed on 27 July 2016; and
Australian Provisional Patent Application No. 2017900736 titled "IMPROVED FORMWORK
ASSEMBLY" and filed on 3 March 2017; the content of each of which is hereby incorporated by reference in its entirety. INCORPORATION BY REFERENCE
10002] The following co-pending patent application is hereby incorporated by reference in its entirety: International Patent Application No. PCT/AU2015/000594 titled "A FORMWORK PANEL
ASSEMBLY" in the name of Form 700 Pty Ltd.
TECHNICAL FIELD
[0003] This disclosure relates to a formwork assembly for moulding upwardly extending building features such as columns or walls that extend between adjacent floor slabs.
BACKGROUND
10004] Construction of multi-storey concrete buildings involves sequential floor by floor casting of concrete structures. In order to cast building components such as floor slabs, columns and other features, a casting structure referred to as formwork is used to progressively advance the building upwardly, floor by floor.
[0005] This generally involves using a lower floor slab as a support platform for formwork to cast the next floor slab above. In order to support an upper floor slab, upwardly extending building features such as columns and internal walls are also cast to support the upper floor slab once the formwork is removed.
[0006] Formwork to create a floor slab will comprise horizontal elements that are positioned between vertical building features such as columns and walls that extend between floor slabs. Reinforced concrete uses reinforcing steel in the form of steel rods, steel frames and mesh, which is positioned on and within
Substitute Sheet
(Rule 26) RO/AU fonnwork prior to pouring of concrete. In the case of vertical building features, the reinforcing framework must extend above and clear of the slab, so that it is in turn, exposed to allow attachment of further upwardly extending reinforcement fonnwork. This allows extension of reinforcement frames for the progressive casting of vertical features such as columns or walls.
[0007] Only once the lower floor slab is formed, can the fonnwork for the vertical feature, be this a column, a wall or the like, be put in place around the reinforcing steel frame work, ready for casting of the vertical feature above the new floor level.
[0008] This causes a delay in setting up the fonnwork required for the next floor slab. It is necessary for the concrete within the columns or other vertical features to set prior to removal of the formwork, which then enables the formwork for the next floor slab to be put in place. Obviously, the formwork for the next floor slab needs to abut against the vertical features so as to incorporate them in the upwardly extending building structure.
[0009] Current column or wall formwork cannot be used concurrently with floor slab formwork, as the column or wall formwork could not be removed. Because this column or wall formwork must extend from the floor surface of the lower slab to the underside surface of the upper floor slab, it is wedged in place between these two concrete surfaces. The formwork would need to be destroyed or broken to be removed.
[0010] It is against this background and the problems and difficulties associated therewith that the present invention has been developed.
[001 1 ] Certain objects and advantages of the present invention will become apparent from the following description, taken in connection with the accompanying drawings, wherein, by way of illustration and example, an embodiment of the present invention is disclosed.
SUMMARY
[0012] According to a first aspect, there is provided a formwork assembly for moulding an upwardly extending building feature comprising at least two surface forming elements for forming one side of said building feature, wherein each surface forming element comprises a casting surface and a pair of lengthwise extending parallel edges, wherein in use, the surface forming elements are stacked by abutting along these edges, and each of these edges comprise a means for interlocking the surface forming elements with respect to each other so that the resulting formwork assembly forms a single, continuous casting surface. [0013 ] That is to say, in one form, in use, the surface forming elements extend substantially horizontally.
[0014] According to a further aspect, there is provided a surface forming element for a formwork assembly for moulding an upwardly extending building feature and comprising at least two surface forming elements, where each surface forming element comprises a casting surface, and a pair of lengthwise extending parallel edges, wherein in use, the surface forming elements are stacked by abutting along these edges, and each of these edges comprise a means for interlocking the surface forming elements with respect to each other so that the resulting formwork assembly forms a single, continuous casting surface.
[0015] In one form, each surface forming element comprises a panel assembly.
[0016] In one form, the interlocking means for each lengthwise extending parallel edge comprises at least one projection and at least one recess, wherein in use, interlock is effected by engagement of the projection of one element with the recess of the other, and vice versa.
[0017] In one form, the means for interlocking the abutting formwork elements comprises a profile shape of the edges.
[0018] In one form, the profile shape is substantially constant throughout the length of the surface forming element.
[0019] In one form, the profile shape comprises a single projection and a single recess.
10020] In one form, for each surface forming element, the profile shape of the two edges differs inasmuch as a profile shape of a first of the edges is an inversion of the other of the edges.
10021 ] In one form, the profile shape comprises a step, and step-shaped recess adjacent to the step, where this step-shaped recess is shaped to receive a step of a further surface forming element.
[0022] In one form, in an alternative, the interlocking means for each lengthwise extending parallel edge comprises a plurality of projections and recesses spaced apart lengthwise along the edges. In one form, the projections comprise prongs or teeth, and the recesses comprise apertures for recemng the prongs or teeth.
[0023] In one form, each surface forming element comprises a means for securing a pair of stacked surface forming elements with respect to each other. [0024 ] In one form, each surface forming element comprises a means for securing a pair of surface forming elements with respect to each other in an end to end relationship.
[0025] In one form, pins or fasteners such as bolts or screws extend through aligned holes in the adjacent frame members to secure the two surface forming elements together.
[0026] In one form, in an alternative, each surface forming element comprises a catch for securing the two surface forming elements together.
10027] As will be appreciated in the above description, in use, the formwork assembly can extend from an upper surface of a lower floor slab to an underside surface of a floor slab above. This formwork assembly will be held captive between these surfaces until the uppermost surface forming element is removed, thereby allowing successive removal of the remaining surface forming elements from the newly formed concrete surface.
[0028 ] In one form, each of the surface forming elements comprises a rectilinear perimeter frame and an infill panel.
[0029] In one form, the perimeter frame comprises a border extending about a perimeter of the infill panel so as to form the continuous casting surface along with the infill panel.
10030] In one form, the border is made of a more wear resistant material than the infill panel.
[0031 ] In one form, the border is made from a metal, and the board is made from one of a timber, a plywood, a plastic or a composite.
[0032] In one form, the frame comprises a pair of lengthwise extending parallel side members, a pair of end members, and a plurality of spaced apart bracing members bridging the side members.
[0033 ] In one form, the lengthwise extending parallel side members of the frame comprise a plurality of apertures spaced apart there along, for receiving threaded fasteners, pins or the like to secure a pair of stacked surface forming elements with respect to each other.
[0034] In one form, the end members of the frame comprise apertures for receiving threaded fasteners or pins or the like to secure a pair of surface forming elements with respect to each other endwise.
[0035] In one form, the formwork assembly further comprises an edge element at the bottom, at least, of each stack of surface forming elements. [0036] In one fonn, the formwork assembly further comprises an edge element at the top of each stack of surface forming elements.
[0037] In one form, each edge element comprises a pair of lengthwise extending parallel side edges, where a first side edges comprises a square edge for forming an end edge, and a second side edge comprises a profile shape identical to that of the surface forming element, so that a surface forming element can be stacked atop of, and interlock with this second side edge.
[0038 ] In one fonn, the interlocking feature comprises either of a male or a female feature or portion, where the male feature or portion is adapted to engage the female feature or portion. In other words, the interlocking feature comprises either of a projection or a recess, where the projection is adapted to interlock with the recess and vice versa.
[0039] For a given area to be fonned, a number of surface fonning elements can be used, which in turn reduces the size and weight of each surface fonning element. This greatly assists in easier manual handling of the various elements forming the assembly.
[0040] The width (or height when in use) of each surface forming element will be detennined by the number of panels used and the distance between the upper surface of the lower floor and the underneath surface of the upper floor being formed. The length of the surface forming elements will depend on the type of vertical feature being created. For example, columns will require shorter lengths by comparison to internal walls which will require longer lengths.
[0041 ] An internal wall may be formed by using a pair of formwork panel assemblies spaced apart by the required thickness of the wall. Additional formwork can be placed so as to extend between the pair of fonnwork assembly panels at each end and held in place to form the ends of the walls. Ties can extend between the pair of formwork assembly panels to hold them together under the weight of the concrete, and the formwork forming the ends of the walls can be braced with respect to the pair of fonnwork panel assemblies.
[0042] In the case of fonning a column, the formwork assembly panels can be connected along abutting edges and ties can extend between opposing pairs of formwork panel assemblies. Alternatively, a bracing frame can be fonned around the assembled fonnwork panels to hold them in position.
[0043] A detailed description of one or more embodiments of the invention is provided below along with accompanying figures that illustrate by way of example the principles of the invention. While the invention is described in connection with such embodiments, it should be understood that the invention is not limited to any embodiment. On the contrary, the scope of the invention is limited only by the appended claims and the invention encompasses numerous alternatives, modifications and equivalents. For the purpose of example, numerous specific details are set forth in the following description in order to provide a thorough understanding of the present invention.
[0044 ] The present invention may be practiced according to the claims without some or all of these specific details. For the purpose of clarity, technical material that is known in the technical fields related to the invention has not been described in detail so that the present invention is not unnecessarily obscured.
BRIEF DESCRIPTION OF DRAWINGS
[0045] Embodiments of the present invention will be discussed with reference to the accompanying drawings wherein:
[0046] Figure 1 illustrates a front view of a surface forming element; [0047] Figure 2 is an end view of the surface forming element of Figure 1 ;
[0048] Figure 3 is a cross-sectional view through the surface forming element of Figure 1 , taken at C-C;
[0049] Figure 4 is a cross-sectional view through the surface forming element of Figure 1, taken at A-A;
[0050] Figure 5 illustrates a front view of a formwork assembly for moulding an upwardly extending building feature, the formwork assembly comprising a plurality of the surface forming elements of Figure 1 ;
[0051 ] Figure 6 is a cross-sectional view through the formwork assembly of Figure 5, taken at 1 - 1 ;
10052] Figure 7 illustrates a front view of a surface forming element according to a further embodiment;
[0053] Figure 8 is an end view of the surface forming element of Figure 7;
[0054] Figure 9 is a cross-sectional view through the surface forming element of Figure 7, taken at C-C;
[0055] Figure 10 is a cross-sectional view through the surface forming element of Figure 7, taken at A- A;
[0056] Figure 1 1 is a detail view taken at Detail 3 in Figure 8; [0057] Figure 12 is a detail view taken at Detail 4 in Figure 8; [0058] Figure 13 is a detail view taken at Detail 5 in Figure 9; [0059] Figure 14 is a detail view taken at Detail 6 in Figure 9; [0060] Figure 15 is a front view of an edge element;
[0061 ] Figure 16 is a cross-sectional view through the edge element of Figure 15, taken at A-A; and [0062] Figure 17 is a detail view taken at Detail A in Figure 16;
[0063] Figure 18 illustrates a front view of a formwork assembly for moulding an upwardly extending building feature, the formwork assembly comprising a plurality of the surface forming elements of Figure 1 ;
[0064] Figure 19 is a side view of the formwork assembly of Figure 18;
[0065] Figure 20 is a cross-sectional view through the formwork assembly of Figure 18, taken at C-C;
[0066] Figure 21 illustrates a front view of a further formwork assembly for moulding an upwardly extending building feature, the formwork assembly comprising a plurality of the surface forming elements of Figure 1 ;
[0067] Figure 22 is a plan view of an end bracket of a first type, from the assembly of Figure 21 ; [0068 ] Figure 23 is a side view of the end bracket of Figure 22;
[ 0069] Figure 24 is a plan view of an end bracket of a second type, from the assembly of Figure 21;
[0070] Figure 25 is a side view of the end bracket of Figure 24;
[0071 ] Figure 26 is a plan view of a panel joiner from the assembly of Figure 21 ; and
[ 0072] Figure 27 is a side view of the panel joiner of Figure 26.
[0073] In the following description, like reference characters designate like or corresponding parts throughout the figures. DESCRIPTION OF EMBODIMENTS
10074] Referring now to Figures 1 through 4, where there is illustrated a surface forming element 1 according to an embodiment.
10075] The surface forming element 1 comprises a generally rectilinear and elongate panel, a perimeter frame 10 and an infill panel 20. The frame 10 comprises a pair of lengthwise extending parallel side members 12, a pair of end members 14, and a plurality of spaced apart bracing members 15 bridging the side members 12.
[0076] With reference to Figures 3 and 4, it can be seen that each of the side members 12 and end members 14 of the perimeter frame 10 comprises a rebate 16 (or step-shaped recess) shaped to receive an edge of the infill panel 20. In this way, the perimeter frame 10 comprises a border extending about a perimeter of the infill panel 20 so as to form a flush, continuous casting surface C along with the infill panel 20.
[0077] In this embodiment, the infill panel 20 is made of a material such as plywood, having a thickness of approximately 12 millimetres, but other materials (such as corflute or FRP) of varying thicknesses (depending on strength) may also be used.
[0078] Referring now to Figures 5 and 6, where there is illustrated a formwork assembly 100 according to an embodiment. The formwork assembly 100 comprises six of the surface forming elements 1, arranged into two abutting stacks of three surface forming elements 1 each, wherein each surface forming element 1 comprises a pair of lengthwise extending parallel side edges 12A, and wherein the surface forming elements 1 are stacked by abutting along these side edges 12A.
[0079] It should be understood that a formwork assembly 100 can comprise as many surface forming elements 1 arranged in as many stacks as is required for the particular application.
[0080] To facilitate this stacking, each of these edges 12A comprise a means for interlocking the surface forming elements 1 with respect to each other so that the resulting formwork assembly 100 forms a single, continuous casting surface C.
[00811 With reference to Figures 2 and 3, it can be seen that in this embodiment, the interlocking means comprises a profile shape of the edges 12A, and more specifically, a cross-sectional shape of the side members 12, where this cross-sectional shape is substantially constant throughout the length of the side members 12, and the surface forming element 1. [0082 ] In this embodiment, each profile shape comprises a squared, step-shape comprising a (male or projecting) step 30, and a (female) step-shaped recess 40 adjacent to the step 30, where this step-shaped recess 40 is shaped to receive a step 30 of a further surface forming element 1.
[0083 ] For each surface forming element 1 , the profile shape of the two edges 12A differs inasmuch as a profile shape of a first of the edges 12 A 1 , is an inversion of the other of the edges 12A2. That is to say, for a profile shape of a first of the edges 12A 1 the male step 30 extends along the continuous casting surface C, and the step-shaped recess 40 of the other of the edges 12A2 extends along the continuous casting surface C, and vice-versa.
[0084 ] In use, the male step 30 extending along edge 12A1 of a first surface forming element 1 , is received in the recess 40 along the lower edge 12A2 of a further surface forming element 1 stacked atop of the first surface forming element 1. In this way, overlapping joints are formed that prevent egress of concrete while at the same time providing a smooth and flush continuous casting surface C against which concrete can be moulded, when the surface forming elements 1 are assembled.
[0085 ] The frame 10 is constructed primarily from a tubular aluminium (although other materials may be used), because this material can be extruded to produce the required cross-sectional shapes.
[0086 ] Being made of a harder, more wear resistant material than that of the infill panel 20 means that the perimeter frame 10 is less susceptible to damage resulting from normal handling and positioning of surface forming elements 1 , than would be the infill panel 20 if this extended beyond the edge of the perimeter frame 10.
[0087] The lengthwise extending side members 12 of the frame 10 comprise a plurality of apertures 24 spaced apart there along, for receiving threaded fasteners, pins or the like.
[0088 ] As can be seen in Figure 6, each aperture 24 extends through the step 30, and in use, the apertures 24 in adjacent surface forming elements 1 align when they are stacked, so that threaded fasteners or pins (not illustrated) can be inserted through the aligned apertures 24 to secure an upper and a lower stacked surface forming element 1 together. The dowels may be threaded (such as by use of Z-tie threads) to clamp the components together.
[0089] Similarly , the end members 14 of the frame 10 comprise apertures 34 for receiving threaded fasteners or pins. As illustrated in Figure 6, these apertures 34 would enable a pair of surface forming elements 10 to be abutted end to end and secured together using threaded fasteners or pins. [0090] With reference to Figures 5 and 6, it can be seen that the formwork assembly 100 further comprises a pair of edge elements 50, one each at the bottom (although these could also be used at the top) of the two abutting stacks of three surface forming elements 1. Each edge element 50 comprises a rail of extruded aluminium, and a pair of lengthwise extending parallel side edges 50A.
[0091 ] A first of the lengthwise extending parallel side edges 50A1 comprises a square edge for resting atop of a floor or other surface, and the other lengthwise extending parallel side edges 50A2 comprises a profile shape identical to that of the surface forming element 1 , so that a surface forming element 1 can be stacked atop of, and interlock with, the lengthwise extending parallel side edge 50A2.
[0092 ] The formwork assembly 100 further comprises a pair of narrowed surface forming elements 1 A, one each at the top of (although these could be used anywhere) the two abutting stacks of three surface forming elements 1. These narrowed surface forming elements 1A are almost identical to the surface forming elements 1 described above, differing in that the distance between the side edges 12A is less. These narrowed surface forming elements 1 A can be used in conjunction with the standard surface forming element 1 , and enable a required height to be achieved using a combination of these.
10093] With reference to Figure 6, it can be seen that the formwork assembly 100 further comprises a plurality of couplers 60. Each coupler 60 comprises a generally C-shaped bracket comprising a recess which is sized and shaped to receive a portion of a pair of interlocked side members 12. Each coupler 60 further comprises a pair of apertures 64 for receiving the threaded fasteners or pins that join abutting end members 14. While optional, use of the couplers 60 adds strength and stability to the fonnwork assembly 100.
[0094] As will be seen from the above description, the formwork assembly 100 can be easily assembled from the bottom up so as to put in place fonnwork which can mould vertical building features between floor slabs. Once the fonnwork assembly is in place, the fonnwork forming the underside surface of the upper floor can abut against the upper edge of the formwork assembly 10.
[0095] When no longer required, the fonnwork assembly 100 can be dis-assembled from the top down.
[0096] Referring now to Figures 7 through 14, where there is illustrated a surface fonning element 1A according to a further embodiment. Those parts of the surface forming element 1 A which are identical (or near- identical) to corresponding parts shown in the surface forming element 1 of Figures 1 through 6, will be denoted by the same reference numerals and will not be described again in detail.
[0097] With reference to Figures 1 1 through 14, it can be seen that the lengthwise extending side members 12 of surface fonning element 1 A differ in that these comprise an internal wall 13 at the point where the step in the profile cross-sectional shape occurs. This internal wall 13 divides the previously L- shaped cavity inside of the l engthwise extending side members 12, into two cavities comprising a generally rectangular cross-sectional shape. In use, the internal wall 13 will both strengthen and stiffen the lengthwise extending side members 12 of surface forming element 1A.
[0098] In addition to the apertures 24, the lengthwise extending side members 12 of surface forming element 1 A comprise a further set of apertures 44 spaced apart there along, for receiving threaded fasteners, pins or the like. Whereas the apertures 24 extend between inner and outer (relative to the continuous casting surface C) surfaces of the lengthwise extending side members 12, the apertures 44 extend perpendicular to the apertures 24, between upper and lower edges of each lengthwise extending side member 12.
[0099 ] As can be seen in Figures 18 through 20 (which illustrate a formwork assembly 100A), similar to the apertures 24, each aperture 44 extends through the step 30, and in use, the apertures 44 in adjacent surface forming elements 1A align when they are stacked, so that bolts or pins (not illustrated) can be inserted through the aligned apertures 44 to secure an upper and a lower stacked surface forming element 1A together. This improves the strength and the stability of the stacked formwork assembly illustrated in Figures 18 through 20.
[00100] Referring now to Figures 15 through 17, where there is illustrated an edge element 50A.
Those parts of the edge element 50A which are identical (or near- identical) to corresponding parts shown in the edge element 50 of Figures 5 and 6, will be denoted by the same reference numerals and will not be described again in detail.
[00101 ] Similar to the lengthwise extending side members 12 of surface forming element 1 A, the edge element 50A comprises a first set of apertures 24, and a second set of apertures 44, which in use, align with the apertures 24 and 44 respectively, of surface forming elements lA stacked atop of the edge element 50A, to receive bolts or pins which secure these together.
[00102] While not illustrated, a wall or column can be formed by positioning a pair of formwork assemblies in an opposing relationship, and extending horizontal ties between them. Each horizontal tie locates in one of the apertures 24 in the surface forming elements, comprises a Z-tie rod, and resists the weight of the concrete pushing the adjacent formwork panel assemblies apart.
[00103] In some instances it will be necessary to form an edge or end of a wall or column between a pair of formwork assemblies 100 arranged in an opposing relationship. In order to facilitate this, a plurality of end brackets 120 and 140 are secured with respect to the surface forming elements 1A, and these end brackets 120 and 140 support beams 160 which bridge (i.e. extend between) the brackets 120 and 140 associated with each of the pair of opposing formwork assemblies 100, and these beams 160 in turn support vertically extending formwork (not illustrated) such as planks or sheets of a suitable material (such as plywood), which will form the edge or end of the wall once the concrete is poured.
[00104] Each of the end brackets 120 and 140 comprises a pair of parallel spaced apart arms 150, and a connector 152 which bridges the anns 150, so that collectively, the arms 150 and the connector 152 define a slot 154 therebetween. In use, each of the arms 150 is inserted into an end of one of the contiguous tubular side members 12. An end of one of the beams 160 is then received in the slot 154. The arms 150 comprise holes 158 via which the arms 150 can be pinned or bolted in the side members 12.
[00105 ] With reference to Figures 22 and 23, it can be seen that a first type of end bracket 120 comprises arms 150 of square hollow section (SHS) steel, and a connector 152 of SHS steel which is welded at its ends to the arms 150. Each of the arms 150 of end bracket 120 comprises a depth guide 156 which limits the depth to which the arms 150 can be inserted into the tubular side members 12. In this embodiment, this depth guide 156 comprises a length of outwardly projecting steel plate 156 which in use will abut against the rebate 16 for the infill panel 20.
[00106] With reference to Figures 24 and 25, it can be seen that a second type of end bracket 140 comprises arms 150 of flat steel bar, and a connector 152 of SHS steel which is welded at its ends to the anns 150. The arms 150 of this end bracket 140 are thinner, and so the slot 154 therebetween is wider than that of the first type of end bracket 120, so that a larger, thicker beam 160 can be accepted within the slot 154 of the second type of end bracket 140. This end bracket 140 further comprises an end plate 159 via which this end bracket 140 can be secured with respect to other structure or fonnwork.
[00107] With reference to Figures 26 and 27, where there is illustrated a panel end connector 180 for joining surface fonning elements 1A end to end, as illustrated in Figure 21. The panel end connector 180 comprises an elongate body 182 comprising a pair of opposing ends. In this embodiment, the elongate body 182 comprises a length of SHS steel. In use, a first end of the panel end connector 180 is inserted into an end of one of the tubular side members 12 of a first surface forming element 1 A, and a second end of the panel end connector 180 is inserted into an end of one of the tubular side members 12 of a second surface forming element 1 A. The panel end connector 180 further comprises a depth guide 186 which limits the depth to which the body 182 can be inserted into the tubular side members 12. In this embodiment, this depth guide 186 comprises a length of outwardly projecting steel plate which in use will abut against the rebate 16. The body 182 of the connector 180 further comprise holes 188 via which the connector 180 can be pinned or bolted in the side members 12.
[00108] Throughout the specification and the claims that follow, unless the context requires otherwise, the words "comprise" and "include" and variations such as "comprising" and "including" will be understood to imply the inclusion of a stated integer or group of integers, but not the exclusion of any other integer or group of integers.
[00109] The reference to any prior art in this specification is not, and should not be taken as, an acknowledgement of any form of suggestion that such prior art forms part of the common general knowledge.
[001 10] It will be appreciated by those skilled in the art that the invention is not restricted in its use to the particular application described. Neither is the present invention restricted in its preferred embodiment with regard to the particular elements and/or features described or depicted herein. It will be appreciated that the invention is not limited to the embodiment or embodiments disclosed, but is capable of numerous rearrangements, modifications and substitutions without departing from the scope of the invention as set forth and defined by the following claims.

Claims

1. A fonnwork assembly for moulding an upwardly extending building feature comprising at least two surface fonning elements for fonning one side of said building feature, wherein each surface forming element comprises a casting surface and a pair of lengthwise extending parallel edges, wherein in use, the surface fonning elements are stacked by abutting along these edges, and each of these edges comprises a means for interlocking the surface forming elements with respect to each other so that the resulting formwork assembly forms a single, continuous casting surface.
2. The fonnwork assembly of claim 1 , wherein in use, the surface fonning elements extend substantially horizontally.
3. The fonnwork assembly as in either of the preceding claims, wherein each surface fonning element comprises a panel assembly.
4. The fonnwork assembly as in any one of the preceding claims, wherein the interlocking means for each lengthwise extending parallel edge comprises at least one projection and at least one recess, wherein in use, interlock is effected by engagement of the projection of one element with the recess of the other, and vice versa.
5. The fonnwork assembly as in any one of the preceding claims, wherein the means for interlocking the abutting formwork elements comprises a profile shape of the lengthwise extending parallel edges.
6. The fonnwork assembly of claim 5, wherein the profile shape is substantially constant throughout the length of the surface forming element.
7. The fonnwork assembly of claim 6, wherein the profile shape comprises a single projection and a single recess.
8. The formwork assembly of claim 7, wherein the profile shape comprises a squared step, and step-shaped recess adjacent to the step, where this step-shaped recess is shaped to receive a step of a further surface fonning element.
9. The fonnwork assembly as in any one of claims 5 through 8, wherein for each surface fonning element, the profile shape of the two edges differs inasmuch as a profile shape of a first of the lengthwise extending parallel edges is an inversion of the other of the edges.
10. The formwork assembly as in any one of the preceding claims, wherein each surface forming element comprises a means for securing a pair of stacked surface forming elements with respect to each other.
1 1. The formwork assembly as in any one of the preceding claims, wherein each surface forming element comprises a means for securing a pair of surface forming elements with respect to each other in an end to end relationship.
12. The formwork assembly as in any one of the preceding claims, wherein each of the surface forming elements comprises a rectilinear perimeter frame and an infill panel.
13. The formwork assembly of claim 12, wherein the perimeter frame comprises a border extending about a perimeter of the infill panel so as to form the continuous casting surface along with the infill panel.
14. The formwork assembly as in either of claims 12 or 13, wherein the border is made of a more wear resistant material than the infill panel.
15. The formwork assembly as in any one of claims 12 through 14, wherein the frame comprises a pair of lengthwise extending parallel side members, a pair of end members, and a plurality of spaced apart bracing members bridging the side members.
16. The formwork assembly of claim 15, wherein the lengthwise extending parallel side members of the frame comprise a plurality of apertures spaced apart there along, for receiving threaded fasteners, pins or the like to secure a pair of stacked surface forming elements with respect to each other.
17. The formwork assembly as in either of claims 15 or 16, wherein the end members of the frame comprise apertures for receiving threaded fasteners or pins or the like to secure a pair of surface forming elements with respect to each other endwise.
18. The formwork assembly as in any one of the preceding claims, further comprising an edge element at the bottom, at least, of each stack of surface forming elements.
19. The formwork assembly of claiml 8, further comprising an edge element at the top of each stack of surface forming elements.
20. The formwork assembly as in either of claims 18 or 19, wherein each edge element comprises a pair of lengthwise extending parallel side edges, where a first side edge comprises a square edge for forming an end edge, and a second side edge comprises a profile shape identical to that of the surface forming element, so that a surface forming element can be stacked atop of, and interlock with this second side edge.
21. A formwork assembly for moulding an upwardly extending building feature and comprising at least two surface forming elements, where each surface forming element comprises a casting surface, and a pair of lengthwise extending parallel edges, wherein in use, the surface fonning elements are stacked by abutting along these lengthwise extending parallel edges, and each of these edges comprise a means for interlocking the surface fonning elements with respect to each other so that the resulting fonnwork assembly forms a single, continuous casting surface.
22. A surface fonning element for a formwork assembly for moulding an upwardly extending building feature and comprising at least two surface fonning elements, where each surface forming element comprises a casting surface, and a pair of lengthwise extending parallel edges, wherein in use, the surface forming elements are stacked by abutting along these edges, and each of these edges comprise a means for interlocking the surface fonning elements with respect to each other so that the resulting fonnwork assembly forms a single, continuous casting surface.
PCT/AU2017/000149 2016-07-27 2017-07-18 Improved formwork assembly WO2018018063A1 (en)

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AU2017301093A AU2017301093B2 (en) 2016-07-27 2017-07-18 Improved formwork assembly
KR1020197005145A KR20190031539A (en) 2016-07-27 2017-07-18 Improved die assembly
CN201780045690.4A CN109563710A (en) 2016-07-27 2017-07-18 Improved template component
US16/320,600 US10808411B2 (en) 2016-07-27 2017-07-18 Formwork assembly with interlocking side frame members
SG11201811176QA SG11201811176QA (en) 2016-07-27 2017-07-18 Improved formwork assembly
CA3029894A CA3029894A1 (en) 2016-07-27 2017-07-18 Improved formwork assembly
RU2019103963A RU2744422C2 (en) 2016-07-27 2017-07-18 Improved forming block
JP2019502571A JP2019523353A (en) 2016-07-27 2017-07-18 Improved formwork assembly
EP17833078.3A EP3491206A4 (en) 2016-07-27 2017-07-18 Improved formwork assembly

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AU2016902953 2016-07-27
AU2017900736 2017-03-03
AU2017900736A AU2017900736A0 (en) 2017-03-03 Improved formwork assembly

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11746457B2 (en) 2019-06-12 2023-09-05 Lg Electronics Inc. Intelligent washing machine and control method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2506485A (en) 1948-04-16 1950-05-02 Sr Angelo A Boudousquie Form for concrete construction
US5375810A (en) 1992-04-01 1994-12-27 Rund-Stahl-Bau Gesellschaft M.B.H Formwork component
CA2204558A1 (en) * 1996-06-28 1997-12-28 Blaine R. Zulkoski Energy efficient light weight, container-form system
WO2005021892A1 (en) 2003-08-28 2005-03-10 Mark Charles Gardner Lindner A shuttering element
CN204326519U (en) * 2014-12-18 2015-05-13 浙江展诚建设集团股份有限公司 Mark time tooth raft formula from fissure of displacement flat formwork

Family Cites Families (42)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US997647A (en) * 1907-07-03 1911-07-11 Edward Willoughby Anderson Apparatus for molding plastic material.
US1151631A (en) * 1911-12-19 1915-08-31 Howard C Walker Mold.
US1236824A (en) * 1913-12-10 1917-08-14 Solomon B Davis Adjustable mold for building concrete structures.
US2447272A (en) * 1945-08-09 1948-08-17 Ralph C Parkes Insulated panel
US2801454A (en) * 1951-05-21 1957-08-06 Troiel Companies Inc Form wall panel
US3512324A (en) * 1968-04-22 1970-05-19 Lola L Reed Portable sectional floor
US3529389A (en) * 1968-09-30 1970-09-22 Comstruct Inc Modular building wall structure with electrical raceway means
SE515324C2 (en) * 2000-06-22 2001-07-16 Tarkett Sommer Ab Floor board with connecting means
US3859000A (en) * 1972-03-30 1975-01-07 Reynolds Metals Co Road construction and panel for making same
SU812899A1 (en) * 1977-05-10 1981-03-15 Киевский Завод Экспериментальныхконструкций Form
GB2115031B (en) * 1982-01-29 1985-09-18 Andres Galvez Figari Cast floors
GR1000304B (en) * 1988-03-28 1992-05-12 Pafili Diethnis Viom Kai Empor Surface assemblage accesssories for the fabrication of concrete effusion moulds
CA2006575C (en) * 1989-12-22 1993-06-22 Vittorio Spera Prefabricated assembly for poured concrete forming structures
WO1992011428A1 (en) * 1990-12-19 1992-07-09 Wittler Waldemar E Interlocking structural members with edge connectors
US5348778A (en) * 1991-04-12 1994-09-20 Bayer Aktiengesellschaft Sandwich elements in the form of slabs, shells and the like
US5255888A (en) * 1991-06-07 1993-10-26 Deslauriers, Inc. Concrete column form
CA2075553A1 (en) * 1992-08-07 1994-02-08 George Zafir Insulated panel
JP3184926B2 (en) * 1992-12-25 2001-07-09 株式会社シンコーコーポレーション Synthetic resin unit frame for building formwork
JPH0816395B2 (en) * 1993-06-29 1996-02-21 カナフレックスコーポレーション株式会社 Formwork
US5373678A (en) * 1994-02-22 1994-12-20 Hesser; Francis J. Structural panel system
US5870867A (en) * 1996-12-09 1999-02-16 Steelcase Inc. Solid core partition wall
US6418686B1 (en) * 1997-04-25 2002-07-16 Leading Edge Earth Products, Inc. Insulated asymmetrical directional force resistant building panel with symmetrical joinery, integral shear resistance connector and thermal break
JPH11200618A (en) * 1998-01-20 1999-07-27 Toyoko Techno Plan Kk Mold material
CN2364136Y (en) * 1998-05-28 2000-02-16 张唐善 Universal steel form
JP2000145135A (en) * 1998-11-10 2000-05-26 Buiaaku Corporation Kk Form for concrete and clamp for connection of forms
US6443418B1 (en) * 2000-10-26 2002-09-03 Kozo Itamochi Ultra thin-type form panel, a form employing the same, and a method for constructing a foundation
US6588171B2 (en) * 2000-11-29 2003-07-08 Scienda, Llc Cellular-core structural panel, and building structure incorporating same
AUPR247001A0 (en) * 2001-01-11 2001-02-01 Scallan, Patrick Joseph On site moulding of concrete walls suitable for the building industry and other industries
US6581898B2 (en) * 2001-02-23 2003-06-24 Wilian Holding Company Bearing block for alignment and handling of concrete forms
JP2003119795A (en) * 2001-10-04 2003-04-23 Shiro Sakai Foundation execution method by foam synthetic resin form
US20060032168A1 (en) * 2003-01-08 2006-02-16 Thiers Bernard P J Floor panel, its laying and manufacturing methods
JP3117934U (en) * 2005-10-24 2006-01-19 有限会社是川建設 Formwork panel and concrete formwork using the panel
DE102011078160A1 (en) * 2011-06-28 2013-01-03 Arsratio Holding Gmbh Covering element for the formation of floor or / and wall coverings
CN102409841B (en) * 2011-08-11 2014-01-01 青岛理工大学 Surface formwork system for building with frame structure and application thereof
US8590252B2 (en) * 2011-08-15 2013-11-26 Eurico Januario Cordeiro Groutless tile system
CN103061499A (en) * 2011-10-24 2013-04-24 胜利油田胜利工程建设(集团)有限责任公司 Reusable combined building surface template system and application thereof
US8997436B2 (en) * 2012-05-18 2015-04-07 Douglas B. Spear Wall panel system
US9890541B2 (en) * 2013-04-24 2018-02-13 HÜMA PARKETTSYSTEM GmbH Floor board, in particular for flooring
RU147448U1 (en) * 2014-02-20 2014-11-10 Сергей Михайлович Анпилов FORMING ELEMENT
AU2015255326A1 (en) * 2014-12-01 2016-06-16 Henderson, Rodney Norman MR Modular composite building panel
CN205276870U (en) * 2015-11-17 2016-06-01 中国三冶集团有限公司 Novel building templates and snap -action connection
CN106223603B (en) * 2016-10-10 2018-11-30 河南林艺塑料科技有限公司 Efficiently one template

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2506485A (en) 1948-04-16 1950-05-02 Sr Angelo A Boudousquie Form for concrete construction
US5375810A (en) 1992-04-01 1994-12-27 Rund-Stahl-Bau Gesellschaft M.B.H Formwork component
CA2204558A1 (en) * 1996-06-28 1997-12-28 Blaine R. Zulkoski Energy efficient light weight, container-form system
WO2005021892A1 (en) 2003-08-28 2005-03-10 Mark Charles Gardner Lindner A shuttering element
CN204326519U (en) * 2014-12-18 2015-05-13 浙江展诚建设集团股份有限公司 Mark time tooth raft formula from fissure of displacement flat formwork

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP3491206A4

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US10808411B2 (en) 2020-10-20
CA3029894A1 (en) 2018-02-01
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CN109563710A (en) 2019-04-02
RU2744422C2 (en) 2021-03-09
KR20190031539A (en) 2019-03-26
RU2019103963A3 (en) 2020-10-15
JP2019523353A (en) 2019-08-22
SG11201811176QA (en) 2019-02-27
US20190169864A1 (en) 2019-06-06
EP3491206A4 (en) 2020-01-22
EP3491206A1 (en) 2019-06-05
AU2017301093A1 (en) 2019-01-17

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