EP1709257A1 - Element de construction composite et son procede de fabrication - Google Patents

Element de construction composite et son procede de fabrication

Info

Publication number
EP1709257A1
EP1709257A1 EP05700079A EP05700079A EP1709257A1 EP 1709257 A1 EP1709257 A1 EP 1709257A1 EP 05700079 A EP05700079 A EP 05700079A EP 05700079 A EP05700079 A EP 05700079A EP 1709257 A1 EP1709257 A1 EP 1709257A1
Authority
EP
European Patent Office
Prior art keywords
constructional element
edge
plank profile
cladding material
composite
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP05700079A
Other languages
German (de)
English (en)
Other versions
EP1709257A4 (fr
Inventor
Mark Davison
Ian Peacey
Jeremy St John
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.)
Jetstone Building Systems Pty Ltd
Original Assignee
Jetstone Building Systems 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 AU2004900259A external-priority patent/AU2004900259A0/en
Application filed by Jetstone Building Systems Pty Ltd filed Critical Jetstone Building Systems Pty Ltd
Publication of EP1709257A1 publication Critical patent/EP1709257A1/fr
Publication of EP1709257A4 publication Critical patent/EP1709257A4/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0841—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging the outer surface of the covering elements, not extending through the covering
    • E04F13/0842—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging the outer surface of the covering elements, not extending through the covering specially adapted for thin sheet-like materials, e.g. sheet-metal or plastics
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • 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
    • E04C2/28—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 combinations of materials fully covered by groups E04C2/04 and E04C2/08
    • 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
    • E04C2/292—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 sheet metal
    • 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

Definitions

  • a composite constructional element and a method of manufacturing such an element are disclosed.
  • the constructional element is particularly suitable for constructing a wall, floor or roof.
  • BACKGROUND ART Building systems in the form of prefabricated modular building systems have a tendency to rely upon heavy machinery for their construction, are generally labour intensive and may require many different tradespersons for construction. Although such systems may be modular, they may require the separate construction and application of external and internal finishes.
  • An example of components of a prefabricated modular building system is aluminium cladding. Such cladding may be positioned and fixedly located on the exterior of a fibre panel or wood panel building structure.
  • WO02/35026 discloses a constructional element including a structural member in the form of a hollow steel box section and cladding formed about at least part of the structural member.
  • the cladding is formed of a cement based material such as fibre cement .
  • the cladding is moulded around the structural member and includes an abutment means in the form of a protrusion along one edge and a mating channel along the other edge, so that adjacent constructional elements can be aligned.
  • the constructional elements are fixed at their ends to support elements.
  • the system of O02/35026 has the advantage that the cladding material can be provided with a number of different finishes. However, the moulding of the cladding can require a somewhat complex moulding procedure.
  • a compos ⁇ te constructional element comprises: a plank profile defining a rear face and two opposed edge sections of the constructional element, each edge section including an edge face; and a cladding material moulded into the plank profile to extend continuously between the opposed edge faces such that it is retained by the rear face and the opposed edge faces.
  • a composite constructional element comprising: a plank profile defining a rear face and two opposed edge sections of the constructional element, each edge section including an edge face; and a cladding material moulded into the plank profile such that it is retained by the rear face and the opposed edge faces; wherein the plank profile further comprises at least one retaining formation shaped to retain the moulded cladding material attached to trie plank profile.
  • a method of manufacturing a composite constructional element comprises the steps of: providing a plank profile comprising a rear face and two opposed edge sections, each edge section including an edge face ,- and moulding a cladding material into the plank profile such that it extends continuously between the opposed edge faces and is retained by the rear face and the opposed edge faces .
  • a method of manufacturing a composite constructional element comprises the steps of: providing a plank profile comprising a rear face and two opposed edge sections, each edge section including an edge face, the plank profile further comprising at least one retaining formation; and moulding a cladding material into the plank profile such that it moulds into the retaining formation to attach to the plank profile and is retained by the rear face and the opposed edge faces.
  • the cladding material is thus moulded into the plank profile so that the profile itself forms the mould.
  • a constructional element having a unitary appearance can be achieved.
  • the cladding material can thus form substantially an entire front face of the constructional element, which may be substantially flat. Thus, there can be little or no part of the plank profile visible when the constructional elements are assembled, for instance, to form a wall.
  • the resulting composite constructional element may also be made thinner and lighter than prior art constructional elements.
  • the cladding material may be provided with a number of different finishes to resemble masonry.
  • the retaining formations can be defined (eg. formed) as part of the plank profile and therefore can define part of the mould for the cladding material and be shaped to retain the cladding material attached to the plank profile.
  • the cladding material can thus be moulded into or around the retaining formations.
  • the retaining formations can provide the main means by which the cladding material is attached to the plank profile, and can allow for dif erential thermal expansion between the cladding and plank materials.
  • retaining formations may be formed adjacent to or as part of the edge sections. Then, if there are differences in the expansion or contraction of the plank and cladding materials with changes in temperature, the plank and the cladding material can bow such that they can separate slightly in the centre but yet be retained attached at the edges. This can prevent cracking of the cladding material .
  • Each retaining formation may comprise longitudinal channels of substantially uniform cross section and filled with cladding material, and being shaped in cross section to retain the moulded cladding material attached to the plank profile.
  • each channel cross-section may be defined as a type of undercut or underhook.
  • Each edge section may include an attachment formation for attachment to a mating attachment formation on an adjacent constructional element.
  • the attachment formation can comprise a frontwardly facing channel formed along one edge section and a rearwardly projecting lip formed on the opposed edge section, wherein the lip is capable of clipping into or being retained at a frontwardly facing channel of an adjacent constructional element.
  • the lip can include a recess such that, when clipped into or retained at a mating channel on an adjacent constructional element, a recess is defined between a base of the mating channel and the lip.
  • a fastening means such as a hex- headed screw
  • a fastening means may be used to first fasten the adjacent constructional element to a building element through the base of the channel . Then, when a next constructional element is clipped into position, the fastening means can be hidden from view.
  • the frontwardly facing channel may project outwards beyond one edge face, and the lip may be formed inwards from the opposed edge face. Further, the lip may comprise one of the retaining formations.
  • the channel is formed as a separate piece and can include a depending portion which can extend over trie adjacent edge face and be embedded in the cladding material once the composite constructional element is formed.
  • plank profile including the rear face, the edge sections and the attachment formations, may be integrally formed from a sheet material .
  • Optimally th.e plank profile can be formed from sheet steel, such as by roll-forming. This is a particularly simple and effective manufacturing method for forming such profiles.
  • the plank profile may include at least one longitudinal stiffening formation comprising a ridge. This is particularly useful when each constructional element is used to form a load bearing structure such as a floor.
  • the or each ridge can be formed as a channel in the plank profile which can then be filled with cladding material .
  • the cladding- material may comprise cement, concrete, fibre cement, fibreglass, cellulose, foamed polymeric material, ceramics or polystyrene, but glass reinforced cement is a material typically employed to give a stone- type finish that is also lightweight.
  • Figure 1 is a side perspective view showing a plurality of interconnected constructional elements according to a first embodiment
  • Figure 2 is a side perspective view illustrating a plurality of interconnected constructional elements of the first embodiment of the invention forming a corner
  • Figure 3 is an elevated perspective view of a join between ends of constructional elements of the first embodiment
  • Figure 4 is an exploded section in perspective of a constructional element of the first embodiment and a sealing element
  • Figure 5 is a side perspective view of a plank profile for a construction
  • FIG. 1 illustrates a plurality of constructional elements 1 interconnected to form cladding for fixing to the outside of a wall.
  • Each composite constructional element 1 comprises a plank profile 2 and a cladding material 3.
  • the plank profile 2 can be formed from a number of suitable materials including plastics, fibre glass or carbon fibre, but in this embodiment, the plank profile 2 is formed from sheet steel, eg. galvanised steel for weather resistance.
  • the cladding material 3 can be cement, concrete, fibre cement, fibre glass, cellulose, foamed polymeric material, ceramics or polystyrene, and is typically a cement based material .
  • the cladding material 3 is glass reinforced cement. Glass reinforced cement is known for moulding and casting building panels and architectural details.
  • the folded plank profile 2 includes a first edge section 4, a second edge section 5 and a rear face 6, which together combine to form a mould for the cladding material 3.
  • the cladding material 3 extends continuously between the opposed first 4 and second 5 edge sections, across the rear face 6, such that a composite constructional element 1 having an external unitary appearance is achieved.
  • the first edge section 4 includes an edge face 4a which projects frontwards with respect to the rear face 6 and acts to retain cladding material 3 at one edge of the constructional element 1.
  • the first edge section 4 also includes an attachment formation in the form of a lip 4b which projects backwards from the rear face 6.
  • the lip formation 4b is formed as a channel in the plank profile 2 which is filled with cladding material 3.
  • the lip 4b also acts as a retaining formation. Because of its dovetail cross sectional shape (which acts as a type of undercut or underhook) when the cladding material 3 is moulded into the lip 4b, it is retained attached to the plank profile 2.
  • the second edge section 5 includes an edge face 5a which projects frontwardly from the rear face 6 and acts to retain cladding material 3 at the opposed edge of the constructional element 1.
  • the second edge section 5 also includes a second attachment portion in the form of a channel 5b which projects laterally beyond the second edge face 5a.
  • the channel 5b extends backwards from the rear face 6 and is shaped to receive lip 4b of an adjacent constructional element 1.
  • a second retaining formation 5d Located inwards from the second edge face 5a is a second retaining formation 5d, again formed as a dovetail shaped channel in the plank profile and which is filled with cladding material 3. Because of its shape, when the cladding material 3 is moulded into the second retaining formation 5d, it is again retained attached to the plank profile 2.
  • the rear face 6 also includes longitudinal ridge formations, 6b, 6c, which are formed as channels projecting backwardly from the plane of the rear face 6. These channels 6b, 6c also become filled with cladding material 3 and serve to stiffen the constructional element 1.
  • the entire plank profile 2 is formed from a single sheet of steel.
  • the plank profile 2 is formed by roll-forming.
  • the process of roll-forming involves the feeding of a flat profile of light gauge steel through a roll-forming machine to provide a desired profile. This is a known technology for the purpose of making roof sheeting, wall studs etc.
  • the cladding material 3 is moulded into the plank profile such that it is bounded by the rear face 6 and the edge faces 4a, 5a.
  • the cladding material 3 covers substantially an entire front face of the building element and forms a flat front surface. The only part of the front face of the constructional element which is not covered by the cladding material 3 is the edge section 5.
  • the edge section 5 is substantially covered by an adjacent constructional element 1 as the lip 4b clips into channel 5b.
  • a narrow portion 5c remains exposed, which may be reduced to a width of approximately 2-3mm and if desired may be covered by an appropriate joint compound .
  • the constructional element 1 can be formed by this method and supplied in standard lengths which can be readily cut to any required length. Because the rolled steel profile 2 acts as a mould for the cladding material 3, the method of manufacturing is simplified and does not require any separate moulding step, thus eliminating the need for any separate moulds, and the associated storage, handling and cleaning of such.
  • a first constructional element 1 is fixed to an upright in the form of a timber upright 8 by screws which are fixed through screw holes 7 which are located at the base of channel 5b.
  • screw holes 7 may be used, in which case the screw holes 7 are not required.
  • a second constructional element 1 can be rapidly positioned by clipping lip 4b (in a type of snap- lock) into channel 5b of the first constructional element 1 which is fixed to the upright 8.
  • the screws 7 are concealed by the overlying second constructional element 1.
  • the second constructional element can then be screwed to the upright 8 and so on.
  • the constructional elements 1 can also be fixed to a frame having a steel stud in a similar way.
  • the constructional elements 1 are particularly thin; in the embodiment shown they have a thickness of approximately 20mm. Thus, when used as cladding or panelling on a wall, the floor space of the room is not substantially reduced.
  • the constructional elements 1 are also light and easy to handle, and require no specially adapted support structure but can be screwed to any conventional frame or wall .
  • the ends of the constructional elements 1 can be joined by means of a sealing element 10, which is preferably formed from a waterproof plastics material such as neoprene.
  • the sealing element 10 can be provided directly between the ends of constructional elements 1, as illustrated in Figures 2 and 4, or between the ends of constructional elements 1 and a joining member 11 as illustrated in Figures 1 and 3.
  • the sealing element 10 may further comprise arms 10a ( Figure 4) for snug location in respective recesses defined in the profile 2 next to the first 4 and second 5 edge sections.
  • the joining member 11 may be provided as a U-shaped channel, wherein constructional elements 1 abut each side with a sealing element 10 interposed therebetween.
  • a cover member 12 can be clipped into the joining member 11, which is screwed to the frame or wall by screws 13.
  • the joining member 11 and cover member 12 can provide an aesthetic join effect to a wall etc comprising the constructional elements.
  • Figures 1 and 2 also illustrate corner members 14 which can be screwed to a timber upright 8, each corner member having flanges 14a, 14b which abut the end of a respective constructional element 1 and can be fastened thereto.
  • a sealing element 10 may also be provided between the ends of the constructional elements and the flanges 14a, 14b.
  • the corner members 14 and joining members 11 can also be manufactured from roll formed steel.
  • Figures 5 to 7 illustrate a second embodiment of a constructional element and like reference numerals have been used to indicate similar or like parts.
  • Figure 5 illustrates a plank profile 2 without moulded cladding material 3
  • Figure 6 is an exploded view showing the cladding material 3 separated from the plank profile 2 (for clarity) .
  • the folded plank profile 2 includes a first edge section 4, a second edge section 5 and a rear face 6, which form a mould for the cladding material 3.
  • the first edge section 4 includes an edge face 4a which retains cladding material 3 at one edge of the constructional element 1
  • the second edge section 5 includes an edge face 5a which acts to retain cladding material 3 at the opposed edge, and so that the cladding material can extend continuously between edge faces 4a and 5a.
  • An attachment portion in the form of a channel 5b projects laterally beyond the second edge face 5a, and a second retaining formation 5d is formed inwards from the edge face 5a.
  • the second retaining formation 5d comprises a dovetail shaped channel in the plank profile.
  • the edge section 4 includes an attachment formation in the form of a lip 4b which is shaped for clipping engagement with a hook portion of channel 5b on an adjacent constructional element 1 in a kind of snap-lock (see Figure 7) .
  • the lip 4b is shaped to also act as a retaining formation due to its cross sectional profile which means that, once the cladding material 3 is moulded into the lip 4b, it is retained attached to the plank profile 2.
  • the lip 4b includes a recessed channel 4d on its underside.
  • the recessed channel 4d accommodates the head of a fastening means such as a hex screw 20 when the constructional element is clipped to an adjacent constructional element.
  • the hex screw 20 is screwed through the base of channel 5b to attach the adjacent constructional element 1 to a support or upright.
  • the second embodiment allows the use of hex screws 20 for fastening the constructional elements to an upright, whereas the first embodiment typically requires the use of fasteners which are generally flush to the base of the channel 5b.
  • Figures 8 and 9 illustrate third and fourth embodiments in which, rather than the entire plank profile 2 being formed from a single sheet, the channel 5b is formed as a separate piece.
  • Figures 8a and 9a illustrate the separate piece comprising a channel 5b, an exposed section 5c and an L- shaped depending portion 5e.
  • Figures 8b and 9b illustrate the channel section assembled with the remainder of the plank profile 2 to form a constructional element 1.
  • the depending portion 5e extends over edge face 5a into retaining formation 5d.
  • the L-shaped depending portion 5e is dimensioned such that one side 5e' has the same length as edge face 5a and, when assembled, abuts the edge face 5a.
  • the other side 5e" of the L-shaped depending portion 5e has the same length as the base of retaining formation 5d and, when assembled, abuts the base of retaining formation 5d.
  • the cladding material can be moulded and will fill retaining formation 5d such that the depending portion 5e is embedded in the moulded cladding material 3, thereby fastening previously separate channel 5b to the constructional element 1.
  • One advantage in providing the channel portion as a separate piece is that it simplifies the roll forming required to make the plank profile 2 , and the separate channel portion piece can also be more easily formed. Also, the separate piece covers the cut edge of the plank profile 2, and can thus reduce corrosion. Furthermore, different channel portions can be provided depending on the finish required. As shown in Figures 8a and 8b, the exposed section 5c can be minimised.
  • Figure 9 provides the channel 5b as part of an "expressed" joint, allowing for interesting aesthetic effects to be achieved,
  • the larger exposed outer face of exposed section 5c can be coloured, painted or treated. It may also be manufactured from a different material such as brass or colour bonded steel to give an attractive finish to the exposed section 5c.
  • Figures 10 and 11 illustrate alternative means for attaching the constructional elements to a structure.
  • Figure 10 shows a clip portion 30 which is screwed to a wall or upright be hex-headed screw 20 and which is shaped to engage with one of the retaining formations 4b, 5d (eg. in a kind of snap-lock) .
  • a clip portion 30' is integrally formed as part of a c-section upright 31, thereby avoiding the requirement to attach a separate clip.
  • Figures 12 to 15 illustrate a fifth embodiment of a constructional element, and like reference numerals have been used to indicate similar or like parts.
  • Figure 12A illustrates a finished constructional element 1 including a plank profile 2', with moulded cladding material 3 extending continuously between the opposed edge sections 4 and 5.
  • the plank profile 2' has rounded lips 4b and 5d and rounded ridge formations 6b. 6c.
  • the retaining formations 4b and 5d are less sharply (dovetail) shaped than in previous embodiments .
  • the first edge section 4 includes an edge face 4a which retains cladding material 3 at one edge of the constructional element 1.
  • the edge face 5a of second edge section 5 helps to retain cladding material 3 by enabling the mounting of a modified separate channel piece 5b' at edge face 5a, so that the cladding material can then extend continuously between edge face 4a and the channel piece (see especially Figures 12A and 15 in this regard) .
  • Figures 12B and 14 show the modified separate channel piece 5b' , again comprising an exposed section 5c and an L-shaped depending portion 5e.
  • Figure 15 illustrates the channel piece 5b' assembled with the remainder of the plank profile 2' to enable formation of the constructional element 1.
  • the depending portion 5e extends over edge face 5a and into retaining formation 5d.
  • side 5e' of the L-shaped portion does not have the same length as edge face 5a although it still abuts the edge face 5a when assembled (with the face 5a being sandwiched between exposed section 5c) .
  • the other side 5e" of the L-shaped depending portion 5e has approximately the same length as the base of retaining formation 5d and, when assembled, abuts the base of retaining formation 5d.
  • the moulded cladding material 3 will fill retaining formation 5d such that the depending portion 5e is embedded in the cladding material 3, thereby fastening previously separate channel piece 5b' to the constructional element 1.
  • the separate channel piece 5b' differs from that of Figures 8 and 9 in that, instead of a curled-over outer edge defining a hook formation, the channel outer edge is folded back onto itself to define land 5f, together with an upstanding lip formation 5g (shaped correspondingly to lip 4b) .
  • a hex-headed screw 20' can then be screwed through land 5f to fasten the constructional element to a frame member.
  • a first constructional element 1 is fixed to a frame member (eg. upright 8) by screw 20'
  • a second constructional element 1 can be rapidly positioned by clipping lip 4b (in a type of snap-lock) under lip formation 5g.
  • screw 20' is concealed by the overlying second constructional element 1.
  • FIG. 16A and 16B illustrate a sixth embodiment of a constructional element, and different reference numerals are now employed.
  • Figure 16B illustrates a finished constructional element 100 including a modified plank profile 102, but with moulded cladding material 103 still extending continuously between opposed edge sections 104 and 105.
  • the plank profile 102 also comprises rounded ridge formations 106.
  • the plank profile 102 does not employ a lip 4b, and instead defines a rearwardly projecting ridge 107.
  • That ridge defines first and second undercut regions 107a, 107b which each act as retaining formations adjacent to edge section 104.
  • the region 107a also enables the mounting together of adjacent constructional elements 100 as described below.
  • the plank profile 102 employs a slightly different second retaining formation to that of 5d.
  • edge section 105 also defines a rearwardly projecting ridge 108 located at the edge section (with previous edge face 5a being replaced by an angled face 109) , that face then continues on into a generally L-shaped channel 110.
  • Channel 110 then has an upwardly protruding lip 111 defined at its free end.
  • a land portion 112 of the L-shaped channel 110 can receive a screw 120 (eg.
  • a second constructional element 100' can be rapidly positioned adjacent to the first element 100 by locating ridge 107 under upwardly protruding lip 111.
  • the lip 111 is received snugly into undercut region 107a (ie. this is a free-fitting and not a snap-lock mounting arrangement) .
  • screw 120 is concealed by the overlying second constructional element 100'. The second constructional element 100' can then be fixed to the frame member and so on.
  • plank profiles of the embodiments of Figures 12 to 16 are particularly well shaped for easy roll forming, thereby reducing overall manufacturing costs. This is in part attributable to the smooth curves employed. Further, each of these plank profiles does not require the forming of a specific screw rebate. In addition, each of these plank profiles allows for easy removal of planks for behind-plank access, constructional element replacement etc.
  • the plank profile of each of the constructional element embodiments described above in Figures 1 to 16 when formed of eg. galvanised steel, can provide a weatherproof membrane to any structure built using the constructional elements.
  • the various clipping mechanisms described above also enable adjacent elements to be rapidly clipped together and in a concealed manner (ie.
  • the elements are clipped together at their non-exposed undersides in use) .
  • the composite construction allows less of each of the plank profile and cladding to be used, resulting in a lighter and thinner element, thereby improving installation.
  • the constructional element may be as thin as 20mm, it can thus increase building floor area and not compromise eave overhangs or boundary setbacks.
  • the constructional element can easily be cut to length on site and does not require a purpose built superstructure (ie. it can be used with known framework) and may be attached to the superstructure using conventional fasteners . A variety of surface finishes may also be applied to the cladding for aesthetic enhancement .
  • the constructional elements can be used in horizontal, vertical and angled formats.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Finishing Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

L'invention concerne un élément de construction composite (1) qui comprend un profil de planche (2) définissant une face arrière (6) et deux sections d'arêtes opposées (4 et 5) de l'élément de construction. Chaque section d'arête comporte une arête frontale (4a, 5a). Un matériau de gainage (3) est moulé dans le profil de planche afin de s'étendre en continu entre les faces d'arêtes opposées, ce qui permet à la face arrière et aux faces d'arêtes opposées de le retenir. Le profil de planche peut également comprendre des formations de retenue (4b, 5d) dont la forme permet de retenir le matériau de gainage moulé fixé au profil de planche. L'invention concerne enfin un procédé de fabrication de l'élément de construction composite.
EP05700079A 2004-01-20 2005-01-17 Element de construction composite et son procede de fabrication Withdrawn EP1709257A4 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AU2004900259A AU2004900259A0 (en) 2004-01-20 Composite constructional element and method of manufacturing a composite constructional element
AU2004904004A AU2004904004A0 (en) 2004-07-20 Composite constructional element and method of manufacturing a composite constructional element
PCT/AU2005/000047 WO2005068741A1 (fr) 2004-01-20 2005-01-17 Element de construction composite et son procede de fabrication

Publications (2)

Publication Number Publication Date
EP1709257A1 true EP1709257A1 (fr) 2006-10-11
EP1709257A4 EP1709257A4 (fr) 2008-07-02

Family

ID=34795985

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05700079A Withdrawn EP1709257A4 (fr) 2004-01-20 2005-01-17 Element de construction composite et son procede de fabrication

Country Status (4)

Country Link
US (1) US20080034707A1 (fr)
EP (1) EP1709257A4 (fr)
JP (1) JP4711971B2 (fr)
WO (1) WO2005068741A1 (fr)

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EP1377717A1 (fr) 2001-04-03 2004-01-07 James Hardie Research Pty Limited Bordages lateraux de fibrociment, procede de fabrication et d'installation
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
NZ569951A (en) 2006-02-03 2010-04-30 Hardie James Technology Ltd Expressed joint facade system with visible battens
NZ571874A (en) 2006-04-12 2010-11-26 Hardie James Technology Ltd A surface sealed reinforced building element
NZ579718A (en) 2007-03-08 2012-08-31 Hardie James Technology Ltd Masonry replica cladding system
WO2008113136A1 (fr) 2007-03-21 2008-09-25 James Hardie International Finance B.V. Construction de paroi encadrée et procédé
AU326889S (en) 2009-05-29 2009-07-27 Hardie James Technology Ltd Building element
CN101936035A (zh) * 2010-06-11 2011-01-05 珠海市瑞铭建筑装饰工程有限公司 预制钢-保护层结构
GB201321467D0 (en) * 2013-12-05 2014-01-22 Abraham David Multifunctional interlocking corrugated sections
AU2018333848B2 (en) * 2017-09-18 2022-12-08 Jetstone Building Systems Pty Ltd Construction element

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CA892891A (en) * 1969-12-02 1972-02-15 Kerouack Gaston Composite building slab construction utilizing light-weight concrete and interlocking metal building panels
EP0183526A1 (fr) * 1984-11-28 1986-06-04 Permanent Formwork Limited Fibro-ciment
GB2192649A (en) * 1986-07-21 1988-01-20 Pentti Vainionpaa Trapezoidally corrugated metal sheet
AU657083B3 (en) * 1994-07-25 1995-02-23 Tsan-Hsing Wu Corrugated metal plate
WO1997023693A1 (fr) * 1995-12-22 1997-07-03 Recherche Et Developpement Du Groupe Cockerill Sambre Elements de parement, cloisons et doublages constitues de tels elements et leur procede de fabrication
WO2000023673A1 (fr) * 1998-10-21 2000-04-27 Lennox (Nt) Pty Ltd Systeme de recouvrement de toitures et de revetement mural

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Title
See also references of WO2005068741A1 *

Also Published As

Publication number Publication date
WO2005068741A1 (fr) 2005-07-28
JP2007518903A (ja) 2007-07-12
US20080034707A1 (en) 2008-02-14
EP1709257A4 (fr) 2008-07-02
JP4711971B2 (ja) 2011-06-29

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