WO2005078204A1 - Systeme d'assemblage de panneaux - Google Patents

Systeme d'assemblage de panneaux Download PDF

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Publication number
WO2005078204A1
WO2005078204A1 PCT/NZ2005/000012 NZ2005000012W WO2005078204A1 WO 2005078204 A1 WO2005078204 A1 WO 2005078204A1 NZ 2005000012 W NZ2005000012 W NZ 2005000012W WO 2005078204 A1 WO2005078204 A1 WO 2005078204A1
Authority
WO
WIPO (PCT)
Prior art keywords
panel
edge
joining
tongue
groove
Prior art date
Application number
PCT/NZ2005/000012
Other languages
English (en)
Inventor
Christopher James Hodgkinson
Original Assignee
Christopher James Hodgkinson
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 Christopher James Hodgkinson filed Critical Christopher James Hodgkinson
Priority to AU2005213578A priority Critical patent/AU2005213578A1/en
Publication of WO2005078204A1 publication Critical patent/WO2005078204A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
    • E04B1/6162—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by an additional locking key
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner

Definitions

  • This invention relates to a panel jointing system.
  • the invention is directed particularly, but not solely, toward modular wall panels for house construction.
  • Modular panels are generally used in interior construction for example office partitions. These partitions are removable and modular and making them relatively easy to assemble and reassemble as required.
  • tri-board construction system comprises a three layered panel joined to other panels by simple abutment, stepped joints, or grooved panel edges with hardboard biscuits coupled with batten joint covers.
  • the invention consists in a panel jointing system comprising a panel having in use a top edge, a bottom edge and side edges, at least one of the edges being a joining edge and a connector member, a groove member and tongue member one of which is formed or provided on the joining edge and the other of which is formed or provided on the connector member, such that the groove member removeably inter fits with the tongue member to form the jointing system.
  • the grooved portion is formed by an elongate member.
  • the elongated member is an extruded member.
  • joining edge or edges is or are located at least on a side edge or side edges.
  • the grooved member includes a central channel portion having two spaced tabs forming a second channel portion therewithin the central channel wherein the second channel is made up of two spaced apart channels.
  • the tongue member includes a member having a body portion with two fin members that are adapted to be a frictional fit into the spaced apart channels.
  • the body portion is a box section adapted to allow panels to be joined at an angle to each other.
  • the body portion is a planar member such that the tongue member being a channel member or H-shaped allows inline joining of at least two panels.
  • the panel is a sandwich construction including a core member and outer planar member(s).
  • the core is fabricated from polystyrene (EPS).
  • EPS polystyrene
  • planar member(s) includes a two layered assembly including an inner layer of ply and an outer layer of plaster-board.
  • planar member(s) includes a two layered assembly including at least one layer of ply.
  • fastening means fasten the grooved portion to the tongue member.
  • the grooved portion is provided by a recess formed by having the core member recessed below the outer planar members.
  • the panel is a wall panel or roof panel or floor panel.
  • further fastening means fasten each panel to the core.
  • the panel has the recess at the top edge and the recess at the bottom edge being adapted to capture a top and bottom fixing member respectively.
  • the invention consists a method of erecting a panel, each panel having at least one joining edge portion and there being at least one connecting member such that the panel can be joined to the connecting member, the joining edge and connecting member each forming or providing one of a groove member and a tongue member, wherein the following steps are carried out: locating the panel in an upright position; - engaging the panel and connecting member so that the tongue member engages the groove member; engaging another panel on the connector member; affixing fastening means to tongue member and panel; affixing the base of the panel to substrate.
  • the elongate is an extruded member.
  • the joining edge is located at least on the side edges.
  • the grooved member includes a central channel portion having two spaced tabs forming a second channel portion therewithin the central channel wherein the second channel is made up of two spaced apart channels.
  • the tongue member includes a member having a body portion with two fin members that are adapted to frictional fit into the spaced apart channels.
  • the body portion is a box section adapted to allow panels to be joined at an angle to each other.
  • the body portion is a planar member such that the tongue member being a channel member or H-shaped allows inline joining of at least two panels.
  • the panel is a sandwich construction including a core member and outer planar member(s).
  • planar member (s) includes a two layered assembly including an inner layer of ply and an outer layer of plasterboard.
  • planar member (s) includes a two layered assembly including at least two layers of ply.
  • fastening means are provided which fasten the groove member on to the tongue member.
  • the groove portion is provided by a recess formed by having the core member recessed below the outer planar members.
  • the panel is a wall panel or roof panel or floor panel.
  • further fastening means fasten each panel to the substrate.
  • the panel has a recess on the top edge and a recess on the bottom edge being adapted to capture a top and bottom fixing member respectively.
  • Figure 1 shows a plan view of the panel jointing system of the invention showing various jointing examples.
  • Figure 2 is a perspective view of a system similar to the system shown in figure 1
  • Figure 3 is a cross sectional view of a first female jointing member.
  • Figure 4 is a cross sectional view of a second female jointing member.
  • Figure 5 is a cross sectional view of a third female jointing member.
  • Figure 6 is a cross sectional view of a fourth female jointing member.
  • Figure 7 is a cross sectional view of a sixth female jointing member.
  • Figure 8 is an end cross sectional view of a panel having a top cap member.
  • Figure 9 is a top plan view of a panel having j oining means.
  • Figure 10 is a top perspective view of one panel having the joining means.
  • Figure 11 is a top plan view of several panels j oined together.
  • Figure 12 is a perspective view of another panel type.
  • Figure 13 is a perspective view of a typical panel.
  • Figure 14 is a cross section of roof to roof and roof to wall panel connections.
  • Figure 15 is a cross section of another roof to wall type connection.
  • Figure 16 is a close up cross sectional view of a wall to foundation connection
  • Figure 17 is another cross section close up view of a wall to foundation connection.
  • Figure 18 is yet another cross section close up view of a wall to foundation connection.
  • Figure 19 is a view in Figure 1 of an alternative joint construction according to the invention.
  • Figure 20-23 show plan views of the various joints of Figure 19 on an enlarged scale
  • Figure 24 shows a member which forms a groove for use in the jointing system of the invention.
  • Figure 25-28 shows various members which form tongues for use in a jointing system according to the invention.
  • panels which in use have top, bottom and side edges. At least one edge provides a joining edge.
  • a connector is also provided and the joining edge and connector each provide one of a groove and tongue member. The groove or tongue member are inter engageable.
  • Figures 1 and 2 show various forms of the jointing system for panels.
  • the corner joint the inline joint, the angled joint and the abutting angled joint.
  • panels 1, 2, 3, 4 and 5 which use these various jointing types.
  • the first type is the corner joint type 6 which is normally used as the starting point for building construction. Obviously this would depend on the order of panels delivered to the site. This order can be changed depending on which order of wall construction is required.
  • the inline jointing system 7 is shown as well as the end wall abutting angle system 8 which is followed by the angled joint system 9.
  • the panel 1 to 5 has a cored portion 10 and an outer portion 11.
  • the cored portion can be any material that is both light, has insulation qualities and is easily adapted to different situations in that it can be moulded or shaped on site or before to allow construction in different situations as the need arises.
  • the core is fabricated from polystyrene (EPS) which may be in the form of strips or in one piece.
  • EPS polystyrene
  • the outer material in this case can be at least one layer of material having different properties depending on the in use conditions.
  • the outer material can be plywood for external or corrosive or harsh situations - i.e. outside. In internal situations the layer can include plaster-board. Plywood also provide excellent strength and fixing characteristics.
  • Each panel 1 to 5 has at least one female jointing member which provides at least a first channel 13.
  • the female member can be termed a groove member and is shown in detail in figure 3.
  • the female member 12 has a first channel 13 formed by a base 17 and upstanding walls portions 18 and 19.
  • walls 18 and 19 can be formed by hollow boxed sections.
  • At least two tab members 14 and 15 protrude from base 17 and are substantially parallel to the wall members 18 and 19, to thereby form second channels 15 and 16.
  • These second channels 15 and 16 are shaped and sized to allow the removable insertion of a male member as per the various jointing types 6, 7, 8 and 9.
  • the male member can be a tongue member.
  • the first jointing system as shown in figure 1 is the comer jointing system.
  • the comer jointing system like the other jointing systems cover different male members for different panel orientations.
  • the female member 12 as shown in figure 3 is the same for all the panels. All the panels have female members 12 when in use, on each end or vertical of panels 1 to 5.
  • Each side of the channel 13 may have a rebate 13a at the entrance thereto.
  • male member 20 is made up of a base 20 having protruding members 21 and 22.
  • the protruding members in this example can comprise prongs 23, 24, 26 and 28 which respectively form channels 25 and 27 respectively.
  • the base can be a boxed section to save on material and if desired, provide a conduit for the reception of services if required.
  • Male member 20 is adapted for use in corner sections of a building wall construction whereby the panels have to be substantially 90° with respect to each other.
  • the corner jointing area can be the starting point for the wall construction.
  • a thickened position 29 may be provided at the base of prong 23 to 28 on the mutually outsides of the prongs.
  • FIG. 5 shows a male member 30 having a substantially H-shaped section.
  • the H-shaped section is made up of a central web member 30a with flange members 31, 32, 33 and 34. Again the thickened positions 29 may be provided.
  • the male member 30 as shown in figure 5 is used for in-line panel jointing whereby the panels can be put on either side of the web member 30a to allow a straight line of walls to be erected.
  • the thickened parts 29 engage into the rebates 13a to assist stability of the joint.
  • a U-shaped member or male member 35 which is made up of a base 35a and protruding members 36 and 37 which again form a channel shaped section.
  • This member is used in the situation where the end of one wall meets another wall at 90°.
  • This wall joint is not a comer situation but it is used where, for instance, you have a straight wall in which another wall must meet this wall at 90°.
  • the male member 35 as shown in figure 2 is attached to the outside face of one panel 4.
  • Panel 4 has a series or one piece or a block e.g. a fixing member 42 within the core portion- see figure 2.
  • This member can be a timber block member.
  • Member 40 is similar in construction to the comer member 20 used in the comer jointing system 6.
  • the member 40 comprises a central base section 40a that can hollow to allow for the routing of services, save weight and cost and make transportation easier.
  • This member like the comer member has protruding members 43, 44, 45 and 46 which form channel portions to allow for the attachment of the female members 12 of adjoining panels.
  • Figures 8, 9, 10 and 11 show another form of the panels 1 to 4 schematically whereby as shown in the plan view of figure 11 each panel has a female jointing member on one edge and a male jointing member on the other.
  • the panels of Figures 1 to 7 have female joining members 12 on both end edges, however in the case of Figures 8 tO 11 a male member is provided on the panel.
  • Figure 12 shows another panel type which includes a core portion made up of at least two portions.
  • the core is recessed in use at the top and bottom portion to allow for a timber portion.
  • the sides of the core and timber portions are covered by planar member such as plywood or plasterboard.
  • Each panel 1-5 as previously discussed has a top, a base and end edges.
  • the panels generally being of a height 2.4 metres which will match the normal stud height and the width can be 3.6 metres. These dimensions may vary depending on circumstances.
  • the top and base portions of the panel will be slotted or recessed or grooved. This slot will be dimensioned to allow for the insertion of a top plate and bottom plate respectively.
  • the slot can be formed by either removing polystyrene or forming it of smaller dimensions than the outer layers. This slot can be dimensioned to suit other fixing on the floor and ceiling.
  • the end edges of the panel have female members 12 on both edges which allow for the mating with the male jointing member depending on which jointing type is being used.
  • the panel jointing system can be achieved by carrying out some of the following steps:
  • Step 1 - Normally the installation procedure is started at a comer as this is the most stable end to begin with. Though other starting points are also envisaged.
  • Step 2 - Normally there will be a foundation in place.
  • the foundation can be concrete or timber.
  • Step 3 - There is normally a bottom plate near the edge of the foundation.
  • the bottom plate may be fixed in the normal manner to the foundation. This can be screwing, fixing, glue or bolting.
  • Step 4 Stand up a first panel over the bottom plate.
  • the bottom of the panel is then fixed to the bottom plate by glue and or screws or any fixing means that enables this to be done.
  • Step 6 - Another panel is then turned upright onto the same bottom plate and is slide into and against the male member.
  • Step 7 Fixing means fastenings are used to fix the male member to the female member as shown in the figures screws are shown.
  • Step 8 - The same process just mentioned is repeated until all the walls are put in place.
  • Step 9 Once all the wall members are in place then a continuous top plate member is put into the top of each panel. The top of each panel having a recess to allow the positive fixing of the top plate.
  • Step 10 Various roofing members such as rafters and the normal roof process is carried on after that.
  • FIG 13 there is a typical panel 100 which is adapted for use in all parts of buildings.
  • the buildings can be both residential and industrial.
  • Minimally panel 100 can have a grooved or female edge section on any or all edges 101, 102, 103 and 104.
  • the choice of edges to have the connections will depend on the use that the panel(s) been used in and the orientation that the panel must be put in with respect to other panels which are being joined thereto.
  • the male joining member in all these connection cases for the standard panel is preferably a separate elongate member which has dimensions that depend on both the interfit with the female panel and its orientation.
  • Each panel will have a core portion and an outer portion.
  • the core portion can be any material that enables the panel to fulfil its function and be useful as a wall or ceiling panel. Therefore the core can be formed by a polystyrene material to assist in the insulative and structural integrity of the panel.
  • Each panel in use for example can have vertical and horizontal edges having female jointing edges.
  • the female edge can be formed integrally with the panel or the internal core can be a recessed to form a groove or it can be formed from a separate member in combination or with a recess.
  • FIG 14 there is shown the panel 100 in a wall to roof jointing situation and a roof to roof panel situation.
  • the male members 112, 113 and 114 have a cross section dimensioned and shaped to enable the wall panels to be joined to the ceiling panels or to roof panels and the appropriate configuration as per the building design.
  • Figure 15 shows another variation on the ceiling to wall connection whereby we have a typical rafter to wall connection.
  • panel 120 which is formed by core 121 and an outer planar member 122, has been formed with a recess.
  • the core 121 has been recessed below the planar member 122.
  • This recess allows a top plate member 123 to be fixed inside the recess and joined by appropriate fastening means 124 which go through the planar member 122 and through to the top plate member 123.
  • the rafters 125 are typically joined to the top plate member 123 by fastening means 126.
  • Figures 16, 17 and 18 show various forms of the wall to foundation connection. This connection will depend to some extent, on what layers are required on the outer weathering face of the wall or roof panel of the building with respect to the concrete foundation.
  • Figure 16 shows in one form, the lower edge of the wall member 127 being recessed as in figure 15, to allow the bottom plate member 128 to be covered by the recess of the panel.
  • fixing means 129 are used to attach the planar member 130 through to the bottom plate member 128.
  • the bottom plate member 128 as typically the case is fixed in the normal way to the concrete foundation by further fixing means such as dynabolts. Other methods of fixing the top plate and bottom plate to respective supporting members are also equally possible.
  • Figure 17 shows a similar detail to figure 16 except for the fact that the outer cladding is now weatherboards over timber battens.
  • Figure 18 shows another form of the wall to foundation detail whereby the outer layer is now a masonry veneer.
  • the wall member has been recessed to allow for the bottom plate to be fitted therein.
  • the male member as shown in figures 4 - 7 and 1 and 14 can also be used therewith.
  • the panel can be equally formed as a wall panel, roof panel or floor panel.
  • Floor panels will need a stronger core - e.g. polypropylene with a honeycomb structure.
  • the panels can be any shape depending on the orientation of the panels and the design required e.g. rectangular, square, polygonal etc e.g. gable ends or sloping roofs, or curved roofs.
  • the panels can be curved or angular or flat.
  • FIG. 19 to 28 an alternative groove and tongue arrangement is shown.
  • This arrangement is particularly suitable for narrowed wall sections, having say a core thickness of 38mm, whilst the construction of Figures 1 tO 7 may be preferred for panels having a larger core thickness.
  • the core portions 10 and outer portions 11 are provided as before. Again various connections may be made such as an angled comer 9, an inline connection 7, a wall abutting connection 8 and a comer 6.
  • Figures 20, 24 and 25 show an angled comer.
  • a female connector 150 having a groove 151 is positioned in the joining, edge of a pair of panels 10 to be joined at an angle as shown at 9.
  • the groove 151 is preferably flanked by a pair of grooves 152 which serve a similar purpose to rebates 13a.
  • the connector 153 has a prong 154 for each female connector 150 and a pair of ribs or prongs 155 to engage the grooves 152 in use.
  • Figure 26 shows an in-line connector having two prongs 160 and a pair of ribs 161 for each female connector 150.
  • the rib 161 together with a supporting web 162 form a rib which is substantially "T" shaped in cross section.
  • Figure 27 shows a wall abutting connector 170 with prong 171 and side ribs 172 supported on webs 173.
  • Figure 28 shows connector 180 carrying prongs 181 and side ribs 182 to form a right angled comer.
  • conducts 130 may be provided through the panel to run service wires or pipes.
  • a cut out 131 can be provided to mount a switch box or other device on the panel.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention porte sur un système d'assemblage comportant un panneau (1) présentant un bord supérieur, un bord inférieur et deux bords latéraux, l'un de ces bords au moins étant un bord d'assemblage, et un élément de liaison (6). Le système comporte également un élément à rainure (13) et un élément à languette (21, 22), l'un étant disposé sur l'un des bords d'un panneau, et l'autre, sur un des éléments de liaison (6), l'élément à languette (21, 22) s'engageant réversiblement dans l'élément à rainure (13) pour former le système. L'invention porte également sur le procédé d'assemblage de tels panneaux.
PCT/NZ2005/000012 2004-02-13 2005-02-07 Systeme d'assemblage de panneaux WO2005078204A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2005213578A AU2005213578A1 (en) 2004-02-13 2005-02-07 Panel jointing system

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NZ531144 2004-02-13
NZ53114404A NZ531144A (en) 2004-02-13 2004-02-13 Panel jointing system

Publications (1)

Publication Number Publication Date
WO2005078204A1 true WO2005078204A1 (fr) 2005-08-25

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ID=34859282

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NZ2005/000012 WO2005078204A1 (fr) 2004-02-13 2005-02-07 Systeme d'assemblage de panneaux

Country Status (3)

Country Link
AU (1) AU2005213578A1 (fr)
NZ (1) NZ531144A (fr)
WO (1) WO2005078204A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8151533B2 (en) 2007-02-01 2012-04-10 Marlite, Inc. Wall panel system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107938890B (zh) * 2017-09-29 2019-09-13 浙江未来加电子商务有限公司 一种挂接式内隔墙安装结构及其安装方法

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1981003194A1 (fr) * 1980-04-29 1981-11-12 I Andersson Structure de construction
US5007222A (en) * 1988-11-14 1991-04-16 Raymond Harry W Foamed building panel including an internally mounted stud
AU617839B2 (en) * 1988-08-18 1991-12-05 Anglechoice Ltd. Partition system
US5097643A (en) * 1990-12-19 1992-03-24 Wittler Waldemar E Interlocking structural members with edge connectors
WO1992017662A1 (fr) * 1991-04-03 1992-10-15 Paul Scrivener Systeme de construction
WO1997009490A1 (fr) * 1995-09-07 1997-03-13 Clear Family Limited Partnership Panneaux muraux et structures jointives
US5758466A (en) * 1997-04-10 1998-06-02 Tucker; Jan L. Snap-together structure
AU698658B2 (en) * 1994-03-10 1998-11-05 Codesign Plus Pty Ltd Panelling structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1981003194A1 (fr) * 1980-04-29 1981-11-12 I Andersson Structure de construction
AU617839B2 (en) * 1988-08-18 1991-12-05 Anglechoice Ltd. Partition system
US5007222A (en) * 1988-11-14 1991-04-16 Raymond Harry W Foamed building panel including an internally mounted stud
US5097643A (en) * 1990-12-19 1992-03-24 Wittler Waldemar E Interlocking structural members with edge connectors
WO1992017662A1 (fr) * 1991-04-03 1992-10-15 Paul Scrivener Systeme de construction
AU698658B2 (en) * 1994-03-10 1998-11-05 Codesign Plus Pty Ltd Panelling structure
WO1997009490A1 (fr) * 1995-09-07 1997-03-13 Clear Family Limited Partnership Panneaux muraux et structures jointives
US5758466A (en) * 1997-04-10 1998-06-02 Tucker; Jan L. Snap-together structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8151533B2 (en) 2007-02-01 2012-04-10 Marlite, Inc. Wall panel system
US8322102B2 (en) 2007-02-01 2012-12-04 Marlite, Inc. Wall panel system

Also Published As

Publication number Publication date
AU2005213578A1 (en) 2005-08-25
NZ531144A (en) 2006-07-28

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