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WO1996010120A1 - Procede et appareil de formation de dalles de plancher adjacentes - Google Patents

Procede et appareil de formation de dalles de plancher adjacentes Download PDF

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Publication number
WO1996010120A1
WO1996010120A1 PCT/NZ1995/000095 NZ9500095W WO9610120A1 WO 1996010120 A1 WO1996010120 A1 WO 1996010120A1 NZ 9500095 W NZ9500095 W NZ 9500095W WO 9610120 A1 WO9610120 A1 WO 9610120A1
Authority
WO
WIPO (PCT)
Prior art keywords
slab
formwork
slabs
region
capping
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.)
Ceased
Application number
PCT/NZ1995/000095
Other languages
English (en)
Inventor
Lindsay Neil Mayo
Albert Keith Lewis
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
LESA SYSTEMS Ltd
Original Assignee
LESA SYSTEMS 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
Application filed by LESA SYSTEMS Ltd filed Critical LESA SYSTEMS Ltd
Priority to AU36215/95A priority Critical patent/AU3621595A/en
Publication of WO1996010120A1 publication Critical patent/WO1996010120A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/365—Stop-end shutterings
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/50—Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
    • E01C19/502—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
    • E01C19/504—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes adapted to, or provided with, means to maintain reinforcing or load transfer elements in a required position

Definitions

  • This invention relates to methods and apparatus for forming adjacent floor slabs particularly but not solely adjacent floor slabs of concrete.
  • the present invention may be said to consist in a method of forming adjacent floor slabs of concrete which comprises: providing as fo ⁇ nwork for an edge of one slab, a composite elongate member mat extends substantially horizontally; a capping region, at least, of said composite member being removable after concrete poured to form one slab on one side of the foimwork, providing composite elongate member is self-supportable; pouring said slab to one side of said fo ⁇ nwork, using as a screed support or level the capping region of said formwork; removing the said capping region of said formwork when said slab screed therefrom is at least substantially self-supportable; and thereafter, pouring the other slab so that no region of the remainder of said composite elongate member which provided said original formwork projects above the level of either slabs, screeding of the second poured slab being from a surface of said first poured slab.
  • said elongate member is a plastics member.
  • a dowelling assembly is supported by said composite formwork prior to the pouring of either of said slabs.
  • said dowelling system is as disclosed in our New Zealand Patent Specification No. 244817 and/or our New Zealand Registered Design No. 24820 the full content of which are hereby incorporated.
  • the present invention consists in a formwork providing member useful for providing foimwork for the pouring of at least one and preferably two substantially contiguous floor slabs, said apparatus comprising: a first elongate structure having an up-stand, said up-stand being supportable from a lower region, said lower region being substantially self-supporting on a substantially horizontal support surface and/or which can be pinned or otherwise be fixed relative to such a support surface; a capping member to extend further upwardly from said up-stand but which is itself removable after, preferably, having been used as a screeding support for a slab retained by said composite foimwork.
  • said capping member includes a region which, by triangulation or otherwise, re-engages with said first mentioned member (preferably at or adjacent a ground support region thereof) so as to substantially resist horizontal loads from a slab being poured or which has been poured.
  • said composite member includes therethrough openings to receive and, at least in part, support slab to slab dowelling members and/or assemblies.
  • said capping member includes an indent, rebate or other region to enable a, screwdriver, cold chisel, hammer claw or similar to be inserted, preferably affcer the substantial setting of said (first) slab so as to facilitate the removal of said capping member.
  • the present invention consists in a fo mwork providing member useful for providing formwork for the pouring of at least one and preferably two substantially contiguous floor slabs, said apparatus comprising: a first elongate structure having an upstand, said upstand being supportable from a lower region, said lower region being substantially self supporting on a substantially horizontal support surface and/or which can be pinned or otherwise be fixed relative to such a support surface; a capping member extending further upwardly from said upstand but which is itself removable after, preferably, having being used a screening support for a slab retained by said composite form work, said capping member including an indent, rebate or other region to enable a screwdriver, cold chisel, hammer claw or similar to be inserted preferably after the substantial setting or curing of said slab so as to facilitate the removal of said capping member.
  • said composite member includes there through openings to receive and, at least in part, support slab to slab dowelling members and/or assemblies.
  • the present invention consists in either or both members of any of the composite formwork structures hereinafter described with or without reference to any one or more of the accompanying drawings.
  • the present invention consists in a method of forming slabs substantially as hereinafter described with reference to any one or more of the drawings.
  • the present invention consists in a method of forming adjacent floor slabs of concrete which comprises: providing as formwork for an edge of one slab, a composite elongate member that extends substantially horizontally; a capping region, said capping region comprising at least one resilient member; pouring said slab to one side of said fo ⁇ nwork; removing the said capping region of said foimwork when said slab screed therefrom is at least substantially self-supportable; and thereafter, pouring the other slab so that said resilient member(s) of said composite elongate member which provided said original fo ⁇ nwork provides protective nosing(s) for either or both slabs.
  • said elongate member is a plastics member.
  • a dowelling assembly is supported by said composite fo ⁇ nwork prior to the pouring of either of said slabs.
  • said dowelling system is as disclosed in our New Zealand Patent Specification No. 244817 and/or our New Zealand Registered Design No. 24820.
  • said resilient member comprises a setable material.
  • said setable material has a tensile strength in the range between approximately 20 and 25 N/mm 2 when set.
  • said setable material has a compressive strength in the range between approximately 90 and 100 N/mm 2 when set.
  • said setable material comprises a material selected from the group comprising of epoxy resin, material containing silica sand and mixtures thereof.
  • Preferably said setable material has a density of approximately lg/cm3 when set.
  • the present invention consists in a formwork providing member useful for providing formwork for the pouring of at least one and preferably two substantially contiguous floor slabs, said apparatus comprising: a first elongate structure having an up-stand, said up-stand being supportable from a lower region, said lower region being substantially self-supporting on a substantially horizontal support surface and/or which can be pinned or otherwise be fixed relative to such a support surface, a capping member to extend further upwardly from said up-stand, said capping member being of a resilient material.
  • said resilient material comprises a setable material.
  • said setable material has a tensile strength in the range between approximately 20 and 25 N/mm 2 when set.
  • said setable material has a compressive strength in the range between approximately 90 and 100 N/mm 2 when set.
  • said setable material comprises a material selected from the group comprising epoxy resin, material containing silica sand and mixtures thereof.
  • said capping member is of a two-piece construction, said capping member being attached to said first elongate structure by removable fastening means.
  • said removable fastening means can be removed when a first or only slab has been formed by said formwork.
  • Figure 1 is an end elevation of apparatus for forming adjacent floor slabs according to a prefe ⁇ ed form of the present invention
  • Figure 2 is an end elevation of apparatus for forming adjacent floor slabs according to another form of the present invention.
  • Figure 3 is an end elevation of apparatus for forming adjacent floor slabs according to yet another (less prefe ⁇ ed) form of the present invention
  • Figure 4 is a partial perspective view of the removable portion of the form of the invention as shown in Figure 3;
  • Figure 5 shows the preferred form of the invention as shown in Figure 1, in use, supporting a dowel;
  • Figure 6 shows apparatus for forming adjacent floor slabs as shown in Figure 5 when used to provide formwork for the edge of a first slab of concrete, said apparatus forming a support or level for the screeding off of said first slab;
  • Figure 7 shows the apparatus as shown in Figure 6, a removable portion of said apparatus being removed once said first concrete slab is substantially self supporting;
  • Figure 8 shows the pouring of an adjacent second slab said second slab substantially encasing said apparatus
  • Figure 9 is an end elevation of yet another preferred form of the present invention, said prefe ⁇ ed form having an unbraced, upright 10 and a cap for having a slot or indent 50, the slot enabling a screwdriver, cold chisel or hammer claw or similar to be inserted and used to lever or force the end cap away from the set or nearly set concrete slab 31;
  • Figure 10 shows an end elevation of apparatus as shown in Figure 9 with the sla 31 poured
  • Figure 11 shows an end elevation of apparatus as shown in Figures 9 and 10 wherein the end cap 4 is levered away from the now set or nearly so slab 31 by the insertion of an object into the slot 50;
  • Figure 12 shows an end elevation of apparatus as shown in Figures 9, 10 and 11 wherein the second slab 31 is poured against the first slab 31;
  • Figure 13 shows an end elevation of a further form of the invention wherein a cut, crack or slot 70 is induced or otherwise produced in the adjoining regions of the slabs 31 and 32, this cut or slot 70 may then be sealed off fulled with various joint sealing apparatus, for example, may be filled with a joint seal substantially as described in our New Zealand Patent Specification No. 247968 and/or New Zealand Patent Specification No. 229154 the content of which are included herein by way of reference, this apparatus involves an element 60 which divides the cut or slot 70 and enables epoxy 61 to fill the gap between the apparatus 60 and the walls of the cut or slot 70;
  • Figure 14 shows a cross-sectional view of a form of the present invention, said form incorporating support means 51 for holding in place a dowel 20; d e dowel 20 is preferably sleeved by a sleeve 100 of a type as disclosed in the co-owned New Zealand Patent Specification No. 244817 and or New Zealand Registered Design No. 24820;
  • Figure 15 is an end view of apparatus according to the present invention as illustrated in Figure 14, shown before the pouring of the concrete slab 31, the view shows the support means 51;
  • Figure 16 shows yet another form of the present invention incorporating support means 51 for the dowels 20 which are preferably sleeved 100, the support means 51 may comprise a simple upright;
  • Figure 17 shows an end view of another prefe ⁇ ed form of the present invention before the pouring of the slab 31, said form of the present invention showing the support of the dowels 20 by means of angle braces 51;
  • FIG 18 shows yet another prefe ⁇ ed form of the present invention in which the capping means 4 is not intended to be removed after the pouring of the slabs, rather the capping means 4 comprises a substantially resilient material such as epoxy 111, said epoxy portions 111 providing nosings for the slabs once poured.
  • the nosings prevent degradation of the edges of the slabs, the nosings are preferably bonded to the slabs such as 31 by means of a retaining or joining means 110, in Figure 18 the retaining or joining means 110 comprises a lattice work; and
  • Figure 19 shows yet another prefe ⁇ ed form of the present invention similar to that illustrated in Figure 19, in the form of the invention as illustrated in Figure 19 the retaining or joining means 110 comprises a spiral spring which is preferably a setable corrosion resistant metal, the retaining or joining means 110 being embedded in the resilient members 111 making up the cap 4.
  • the retaining or joining means 110 comprises a spiral spring which is preferably a setable corrosion resistant metal, the retaining or joining means 110 being embedded in the resilient members 111 making up the cap 4.
  • a preferred of the present invention consists in a formwork providing member 1.
  • This foimwork providing member 1 is useful in providing fo ⁇ nwork for the pouring of at least one preferably two substantially contiguous floor slabs.
  • the fo ⁇ nwork apparatus 1 comprises a elongate structure having an up-stand 10.
  • Said up-stand 10 is supportable from a lower region 2.
  • Said lower region 2 may be substantially self-supporting on a substantially horizontal support surface and/or can be pinned or otherwise fixed relative to such a substantially horizontal support surface.
  • the substantially horizontal support surface comprises a floor area which has been substantially prepared for the pouring of a concrete slab, for example, by levelling and preferably by the addition of gravel or other similar which are known in the art to which the invention relates.
  • the lower region 2 may be supported on a layer of material 50.
  • the layer of material 50 may comprise cement, mortar, epoxy or other suitable adhesives.
  • the layer of material 50 may provide for the levelling of the lower region 2 and may secure it by holding it in place.
  • the lower portion of the lower region 2 may be roughened to enable it to better stick to the material 50, for example, it may have apertures to enable fastening means such as pins, screws or nails to be inserted therethrough.
  • a capping member 4 Extending further upwardly from said up-stand 10 is a capping member 4.
  • Said capping member 4 is substantially removable, preferably after having been used as a screeding support for a slab.
  • the capping member 4 provides preferably an upper surface 6 which may be used as a screed support or screed level.
  • removal cap 4 is envisaged, for example, the forms as shown in Figures 1, 2 and 3.
  • the up-stand In prefe ⁇ ed forms of the invention such as shown in Figures 1 and 2 the up-stand
  • bracing members 3 are supported or is formed from bracing members 3. These provide for further support particularly when a slab has been poured.
  • said capping member 4 includes a region 5 which provides further support to said capping member and preferably said up-stand 10 by means of a re-engagement with said lower support means 2.
  • the region 5 interengages with said support region 2 by means of clipping a thickened region 7 into a channel having a narrowed mouth 8.
  • the capping member 4 may be of a differing, for example, more or less resilient material.
  • the aperture 9 is preferably sized to allow a dowel 20 to be passed therethrough and be supported thereby.
  • the dowel is of the form as disclosed in our New Zealand Patent Specification No. 244817 and/or New Zealand Registered Design No. 24820; the full content of which are hereby incorporated by way of reference.
  • the apertures 9 provide support for the dowelling 20 and particularly in forms of the invention which involve a bracing region 5 help to hold the dowelling 20 level.
  • the dowel may be partially sleeved with, for example, sleeving material as disclosed in the above mentioned co-owned New Zealand Patent Specification and Design Registrations.
  • the dowel 20 may be supported, braced or held in position by means of a support member such as 51.
  • the support members 51 are present on that side of die apparatus on which the first slab 31 is to be poured. This is believed to be preferable as it enables the dowel 20 to be held in position as the slab 31 sets.
  • the support member may be present on either the side on which the second or final slab is to be poured or present on both sides.
  • the support member 51 may comprise an upright plate or member having an aperture therethrough. This is believed to provide support for the dowel 20 and prevents the dowel being lifted on the side of the slab first poured 31.
  • the support member 51 may comprise a support for the underneath of the dowel 20.
  • a angled brace 51 supports the dowel 20.
  • the support member 51 may comprise a simple upright which supports the underneath of the dowel.
  • An upright of this type is shown in Figures 18 and 19.
  • the support members 51 provide an advantage of at least prefe ⁇ ed forms of the present invention in that the dowels 20 are used to transmit loading across die joint between the slabs.
  • the dowellings however in their preferred sleeved form allow relative horizontal movement between the slabs. This helps relieve the stresses between the slabs. Further details are given in the co-owned New Zealand Patent Specification No. 244817. The full details of which are hereby incorporated by way of reference.
  • FIG. 5 The use of one form of the present invention is shown in Figure 5.
  • the apparatus 1 is placed on a substantially flat horizontal surface, for example, ground prepared for a slab by rolling all the additional gravel.
  • the lower region 2 of the apparatus 1 may be pinned or otherwise fixed to the substantially horizontal surface.
  • a dowel 20 is placed through the apertures 9. The dowel 20 is therefore supported and held substantially horizontally.
  • the first concrete slab 31 is then poured against the apparatus 1.
  • the first slab is poured against that portion of the apparatus not having the bracing region 5.
  • the concrete slab 31 surrounds an end of the dowel 20, if said dowel is present.
  • the capping region 4 preferably provides a level or support 6 in order to screed off die slab.
  • a screeding tool 30 such as a trowel or screeding member may therefore be used in order to provide the correct screeding level.
  • the cap region 4 may be removed from said apparatus 1.
  • the slab 31 is thus substantially self-supporting.
  • the second slab 32 can then be poured against said first slab 31.
  • the upper level of said first slab 31 may be used to provide a screeding level or support for any screeding tool used 30.
  • the remaining apparatus 1 may be removed before the second slab is poured.
  • the second slab 32 substantially covers said remaining apparatus 1.
  • frangible region 41 between the slabs 31 and 32.
  • This frangible region 41 may be useful in preventing the occurrence of cracking when either or both said slabs contract or otherwise move away from each other.
  • a gap filling device may be placed between said first slab 31 and said second slab 32. This preferably occurs before the pouring of said second slab 32.
  • the gap filling apparatus preferably allows said slabs to contract and expand but provides for a substantially hygienic filling of said gap so as to prevent the build-up of dirt.
  • the joint seal or gap filling device may be of the form substantially as described in our New Zealand Patent Specifications 247968 and/or 229154. The full content of which are hereby incorporated by way of reference.
  • the apparatus 1 is preferably produced from a plastics material and may be extruded. In other forms of the invention either the entire apparatus 1 or the lower portion 2 and 10 may be produced from metal, preferably extruded metal. The upper portion may be produced from a plastics material.
  • a variety of other forms for the apparatus 1 are envisaged. For example, a variety of braced or otherwise supported structures may be used.
  • the upright portion 10 of the device may be used to induce a crack between adjacent slabs 31 and 32.
  • a slot or cut 70 may also be produced at or near the junction of the slabs 31 and 32. Any cut 70 produced may be filled with a joint seal.
  • a joint seal substantially as disclosed in our New Zealand Patent Specification No. 247968 may be placed in the cut 70 and the space filled by epoxy 61. The full content of our New Zealand Patent Specification No. 247968 is incorporated herein by way of a reference.
  • a prefe ⁇ ed form of the invention as shown in Figures 9 to 13 wherein a slot indent or rebate 50 is provided in or attached to the end cap region 4. This slot enables a cold chisel, screwdriver or claw of a hammer or similar to be placed therein and enables the end cap 4 to be levered or otherwise forced away from the rest of the apparatus.
  • the resilient members 111 may be produced from a setable material such as epoxy sealant.
  • a setable material is epoxy sealant such as a general purpose pourable grout such as a two-part, silica, sand-filled epoxy resin base, high strength, mortar grout. Desirable strengths are such that the tensile strength lies in the range of 20 to 25 N/mm 2 , the compressive strength lies in the range of 90 to 110 N/mm 2 .
  • the resilient members 111 may be moulded from the above mentioned material. Full curing of die material may take 7 days at 25°C. However an initial cure may take as little as 12 hours.
  • the above sealant may be coloured to suit the situation.
  • Epoxy sealants of this type have a density of the order of 1.9g/cm 3 , a minimum pot life of about 30 minutes at 25°C and provide good chemical resistance to common acids, alkalies and solvents.
  • the resilient members 111 making up the capping region 4 are sized such that they finish flush with the finished slabs, for example, 31.
  • the top of the cap 4 may provide a level from which the slabs, for example, 31 can be screeded as is elsewhere described.
  • the resilient members 111 making up the capping region 4 to be of a size such that they are higher or lower than the finished level of the slabs. In this case the members 111 can be lowered by any suitable common work site technique which will be obvious to those skilled in the art to which the invention relates. It is also possible to raise the resilient members 111 by, for example, adding further epoxy.
  • the resilient members 111 are bonded or attached to the slabs, for example, 31. This may be achieved by providing a rough surface on the members 111, such as by adding sand to the surface of the members. The surface of the members may also be roughened. In other forms of the invention the resilient members 111 made from an epoxy sealant may have a layer of a suitable adhesive, for example, the same epoxy sealant applied to the outer surface thereof. In a preferred form of the invention as illustrated, joining or bonding means 110 are provided.
  • the joining or bonding means 110 may comprise a lattice work or a spring. A portion of the bonding means 110 is embedded in the resilient members 111 whilst the remainder sticks out of the member 111 and has the slab poured around it.
  • the cement enters the bonding means, for example, the spring or lattice work and sets thus bonding said resilient member 111 to the slab.
  • the resilient members are preferable in two parts and may be attached to the upright 10 by fastening means 120 such as a nut and bolt.
  • Other suitable fastening means 120 may comprise a removable pin or means which can be removed or cut off such as the head of a nail or rivet.
  • die removal fastening means 120 is that the resilient members 111 should be free to move with the slab such as 31 to which they are attached. This allows for the expansion and contraction of the joint between the slabs.
  • the resilient members provide for the protection of the edge of the joint between the slabs and may prevent debris such as dirt entering the joint.
  • the form of the invention as shown in Figures 9 to 13 may consists of a metal upstand 10 and base plate 2. These may be, for example, spot welded together.
  • the end cap 4 may be moulded from a plastics material. It is obvious to those skilled in the art to which the invention relates that the upstand 10 and base 2 need not be co ⁇ osion proofed, for example, other reinforcing bars are not, however, they may be galvanised or otherwise protected.
  • Forms of the invention may be used to provide the formwork for a edge of a single slab.
  • the dowelling apertures 9 need not be present.
  • the capping member 4 may remain permanently in place.
  • the second or adjacent slab may be replaced by a wall or similar structure.
  • the dowelling apertures 9 may be present to support dowels 20. It is envisaged that said apertures 9 may provide support for the reinforcing or rebar.
  • the present invention provides methods and apparatus for forming at least one floor slab and preferably but not solely the forming of adjacent floor slabs which, in at least a preferred form, provide the public with a useful choice.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Procédés et appareils de formation de dalles de plancher adjacentes, et notamment de dalles de plancher adjacentes en ciment ou en béton. Selon un mode de réalisation des appareils, un coffrage (1) est prévu pour le bord d'une dalle (31). Ce coffrage (1) comporte une pièce inférieure (2) et un montant (10) s'étendant à partir de celle-ci et étant, selon certaines variantes de réalisation, soutenu par des étais. Une pièce supérieure (4) s'étendant dans le prolongement dudit montant (10) est, selon les modes préférés de réalisation, étayée par un élément (5). De préférence, la pièce supérieure (4) peut être retirée une fois que la prise de ladite dalle (31) est suffisante pour qu'elle soit autoportante. L'extrémité supérieure (6) de la pièce supérieure (4) peut constituer un niveau pour le réglage (30) de ladite dalle (31). Selon les modes préférés de réalisation, le coffrage (1) assure le maintien de goujons (20) pour la transmission des efforts. Ces goujons (20) peuvent être maintenus dans des orifices (9) traversant ledit coffrage (1). On a également prévu des variantes de réalisation selon lesquelles ladite pièce supérieure (4) présente des nez élastiques pour le bord desdites dalles (31).
PCT/NZ1995/000095 1994-09-27 1995-09-27 Procede et appareil de formation de dalles de plancher adjacentes Ceased WO1996010120A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU36215/95A AU3621595A (en) 1994-09-27 1995-09-27 Method and apparatus for forming adjacent floor slabs

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NZ264551 1994-09-27
NZ26455194 1994-09-27

Publications (1)

Publication Number Publication Date
WO1996010120A1 true WO1996010120A1 (fr) 1996-04-04

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PCT/NZ1995/000095 Ceased WO1996010120A1 (fr) 1994-09-27 1995-09-27 Procede et appareil de formation de dalles de plancher adjacentes

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WO (1) WO1996010120A1 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0892127A1 (fr) * 1997-07-15 1999-01-20 Willibald Fischer Dispositif pour induire des fissures
FR2784125A1 (fr) * 1998-10-02 2000-04-07 Euromat France Dispositif et procede pour joints de construction de dallages en beton
FR2799780A1 (fr) * 1999-10-15 2001-04-20 Albert Toffolo Elements de coffrage perdu pour la coulee du beton
WO2002063117A1 (fr) * 2001-02-08 2002-08-15 Willy Johansson Fermeture d'arc
GB2390631A (en) * 2002-07-12 2004-01-14 Martin Bucknell Apparatus for forming a pavement from a settable material
EP1944421A1 (fr) 2007-01-10 2008-07-16 FWR Solutions GmbH Coffrage
DE202009004804U1 (de) * 2009-05-12 2010-10-14 Peca-Verbundtechnik Gmbh Schalungssystem

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU4639168A (en) * 1969-10-14 1971-04-22 Edge forming for concrete slab flooring
FR2221950A6 (en) * 1971-02-10 1974-10-11 Louis Pierre Shuttering for moulded concrete foundation-stones - consists of T-shaped girders incorporating an expansion joint
BE843333A (fr) * 1975-06-26 1976-12-24 Nouveau profile utilisable comme regle de coulage de surfaces de beton
BE888674A (fr) * 1980-05-14 1981-08-28 Louis Pierre A G Profile formant regle perdue pour la construction de revetements de sol coules sur place
WO1986000101A1 (fr) * 1984-06-11 1986-01-03 Patton Edward J Coffrage en beton isole
AU6589486A (en) * 1985-12-03 1987-06-04 Keith HONEYMAN Screed rail
AU2280788A (en) * 1987-09-25 1989-04-06 Leonard Rodger Fitzgerald Lipped channel formwork
AU1598092A (en) * 1991-05-02 1992-11-05 E.B. Mawson & Sons Pty Limited Concrete slab construction
US5194165A (en) * 1991-02-11 1993-03-16 Dennis Rattigan Finishing caps for concrete formwork
US5205942A (en) * 1987-02-12 1993-04-27 Fitzgerald Leonard R Lipped channel formwork

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU4639168A (en) * 1969-10-14 1971-04-22 Edge forming for concrete slab flooring
FR2221950A6 (en) * 1971-02-10 1974-10-11 Louis Pierre Shuttering for moulded concrete foundation-stones - consists of T-shaped girders incorporating an expansion joint
BE843333A (fr) * 1975-06-26 1976-12-24 Nouveau profile utilisable comme regle de coulage de surfaces de beton
BE888674A (fr) * 1980-05-14 1981-08-28 Louis Pierre A G Profile formant regle perdue pour la construction de revetements de sol coules sur place
WO1986000101A1 (fr) * 1984-06-11 1986-01-03 Patton Edward J Coffrage en beton isole
AU6589486A (en) * 1985-12-03 1987-06-04 Keith HONEYMAN Screed rail
US5205942A (en) * 1987-02-12 1993-04-27 Fitzgerald Leonard R Lipped channel formwork
AU2280788A (en) * 1987-09-25 1989-04-06 Leonard Rodger Fitzgerald Lipped channel formwork
US5194165A (en) * 1991-02-11 1993-03-16 Dennis Rattigan Finishing caps for concrete formwork
AU1598092A (en) * 1991-05-02 1992-11-05 E.B. Mawson & Sons Pty Limited Concrete slab construction

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0892127A1 (fr) * 1997-07-15 1999-01-20 Willibald Fischer Dispositif pour induire des fissures
FR2784125A1 (fr) * 1998-10-02 2000-04-07 Euromat France Dispositif et procede pour joints de construction de dallages en beton
FR2799780A1 (fr) * 1999-10-15 2001-04-20 Albert Toffolo Elements de coffrage perdu pour la coulee du beton
WO2001029343A1 (fr) * 1999-10-15 2001-04-26 Albert Toffolo Elements de coffrage perdu pour la coulee du beton
WO2002063117A1 (fr) * 2001-02-08 2002-08-15 Willy Johansson Fermeture d'arc
GB2390631A (en) * 2002-07-12 2004-01-14 Martin Bucknell Apparatus for forming a pavement from a settable material
GB2390631B (en) * 2002-07-12 2005-10-26 Martin Bucknell Improved paving system
EP1944421A1 (fr) 2007-01-10 2008-07-16 FWR Solutions GmbH Coffrage
DE102007001513A1 (de) 2007-01-10 2008-07-17 Fwr Solutions Gmbh Schalung
DE202009004804U1 (de) * 2009-05-12 2010-10-14 Peca-Verbundtechnik Gmbh Schalungssystem

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