WO2005113917A1 - Panneau mural - Google Patents

Panneau mural Download PDF

Info

Publication number
WO2005113917A1
WO2005113917A1 PCT/AU2005/000730 AU2005000730W WO2005113917A1 WO 2005113917 A1 WO2005113917 A1 WO 2005113917A1 AU 2005000730 W AU2005000730 W AU 2005000730W WO 2005113917 A1 WO2005113917 A1 WO 2005113917A1
Authority
WO
WIPO (PCT)
Prior art keywords
wall panel
panel
wall
containment
main portion
Prior art date
Application number
PCT/AU2005/000730
Other languages
English (en)
Inventor
Stephen Randolph Mallinson
Original Assignee
Bluescope Steel Limited
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 AU2004902711A external-priority patent/AU2004902711A0/en
Application filed by Bluescope Steel Limited filed Critical Bluescope Steel Limited
Priority to AU2005245515A priority Critical patent/AU2005245515A1/en
Publication of WO2005113917A1 publication Critical patent/WO2005113917A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms

Definitions

  • the invention relates to wall panels and has been designed especially, but not exclusively to such wall panels that includes two containment members which are spaced apart and which are designed for the receipt of a poured in filling of concrete or like settable material.
  • the invention has broader application and as such is not limited to that use.
  • the invention provides a wall panel comprising two containment members formed from sheet material, and spacers disposed between the containment members and affixed thereto so as to prevent separation of the members, the wall panel being arranged to be filled with settable material and wherein the containment members have a main portion and an upper portion, wherein the upper portion of at least one of the containment members diverges outwardly from its associated main portion so as to form an enlarged head region in the wall panel.
  • a wall panel according to the above form has substantial practical benefit. By incorporating the enlarged head region on the panel provides a larger bearing surface on the upper edge of the panel .
  • the enlarged head provides better access to enable a pump head to be introduced into the cavity disposed between the containment members so as to facilitate filling of the panel with the settable material.
  • these considerations have necessitated the use of a thicker planar panel than required solely for other structural or acoustic considerations.
  • the thickness of the main portion of the panel may be reduced which may result in significant reduction in the amount of settable material required.
  • the upper portion of at least one of the containment members is integrally formed with the main portion of that member. In another form, the upper portion is formed separately.
  • the upper portions are interconnected to form a head element and the main portions are interconnected to form the main body of the wall panel .
  • the head element is operative to be mounted to the main body of the wall panel in one position.
  • the head element is mountable to the body of the wall panel in a plurality of positions so as to allow the height of the panel to be varied. The ability to be able to adjust the height of the wall panel has substantially benefit, particularly in installation of the panel. If the panel is of a fixed height in installation, it is often necessary to pack the bottom of the panel so that the upper edge is at the exact required height.
  • a height adjustable panel it is possible to fix the panel to its base plate and merely adjust the head element until it is in position (typically as measured by a laser level) and then secure the head element in that position to the main portion of the wall panel .
  • one of the body or the head element of the panel incorporates a cavity in which the other part is receivable.
  • these two parts of the wall panel are arranged to telescope one within the other to adopt any one of the plurality of positions.
  • the upper portions of each containment member is mounted to each associated main portion by fasteners.
  • the upper portions of at least one of the containment members includes a first and second mutually inclined parts, and wherein the first part extends in a direction generally parallel with the main portion of the panel, whilst the second part extends outwardly from the main portion.
  • the containment members are made from any suitable materials. A particular requirement of the containment member is that it is able to withstand the hydrostatic pressure induced on filling the cavity with the settable material. Such suitable materials include fibre cement, steel, plastics and composite construction.
  • these portions may be constructed from the same material as the main portion made from different material or be formed with a different profile.
  • at least the main portion of the containment members are formed from sheet material such as sheet metal.
  • the sheets are profiled to have linear stiffening formations extending in a first direction to resist outward bowing of the containment members in planes extending in the first direction.
  • the spacers may be mounted to the containment members so as to resist bowing of the containment members in planes extending in a second direction perpendicular to the first direction.
  • the linear stiffening formations may be corrugations, ribs, pleats or the like, such that a cross-sectional profile of the containment member displays a regular wave form with crests and troughs displaced from the centre plane of the sheet .
  • the wave form may be smoothly curved throughout or it may comprise straight portions meeting at relatively abrupt angles, or a combination of both these possibilities .
  • the upper portion of the containment member is formed in a similar manner to the main portion of the containment member. As such, in this arrangement, if the main portion of the containment sheet includes the linear stiffening formations, then so do the upper portions. However, it is to be appreciated that the upper portion of the containment members does not need to resist as high hydrostatic pressure as the lower ends of the containment members. Accordingly, the upper portion may be made from a lower strength material or profile .
  • the construction of the spacers may take various forms . In one embodiment, the spacers are in the form sheet metal studs, the studs are channel shaped and include a web and a pair of flanges . In one form, these flanges are generally linear.
  • fastener means fix the containment member to the flanges of the stud preferably adjacent the web so as to inhibit torsional strain at the junction of the flanges and the web.
  • the studs include hollow flange elements that are integral with and spaced apart by the web.
  • the flanges are positioned and shaped to reduce torsional strain at the junctions between the flange elements and the web. Spacers having this construction are disclosed in more detail in the applicant's co-pending International application PCT/AU02/01605 (WO03/046312) , the contents of which are incorporated by cross reference.
  • the spacer includes a plurality of spaced apart anchorage devices affixed to opposing faces of the containment sheets.
  • each device on one sheet is in register with a corresponding anchorage device on the other sheet and a plurality of connector elements, wherein the anchorage device and the connector elements have cooperating coupling formations such that each connector element may be coupled to an anchorage device on one containment sheet and the corresponding anchorage device on the other containment sheet.
  • Spacers in this form are disclosed in more detail by the applicant's co-pending application International PCT/AU2004/001835 the contents which are herein incorporated by this reference.
  • the wall panel further includes at least one rigid batten which is secured to an outer surface of one or both of the containment members .
  • the purpose of the batten is to provide a basis on which facing sheets can be secured to the wall panel.
  • the rigid battens extend across both the main portion and the upper portion.
  • facing sheets can be secured to the batten to provide a smooth facing across the wall panel and thereby cover any surface irregularity formed in the wall panel at the junction between the upper portion and the main portion and to hide the enlarged head region.
  • clips may be secured to the main portion that mount the battens in spaced relation to the panel .
  • the invention provides a wall panel comprising a first part having spaced apart opposite major surfaces, and a second part mountable to an edge of the first part of the panel, the second part including opposite walls that form an extension of the major surfaces of the first part when the second part is mounted to the first part, wherein the second part is mountable to the first part in a plurality of positions so as to allow the size of the wall panel to be varied.
  • This aspect of the invention may be utilised in a wide range of wall panels including panels which are fully prefabricated or those which are partially made onsite such as those described in respect of the earlier aspect of -the invention where a settable material is introduced between opposite containment members.
  • the major surfaces of the first and second parts are substantially aligned when the parts are mounted together.
  • at least one of the major surfaces of the second part is configured to extend at an angle to the major surface of the first part.
  • the second part may also be introduced to increase the bearing surface or to form a corbal in the wall panel .
  • the first and second parts are mounted together through one of the parts of the panel incorporating a cavity in which the other part is receivable.
  • the invention relates to a building wall formed using a panel as described in any form above .
  • the invention relates to a method of forming a wall comprising the steps of: providing a wall panel, the panel being formed from first and second panel sections that are movable relative to each other, mounting the wall panel to an underlying structure to form at least part of the wall; adjusting a dimension of the panel by relative movement of the first section relative to the second section, and fixing the first section to the second section.
  • the dimension of the panel that is adjusted is the height of the panel.
  • the panel comprises first and second sheets that are spaced apart to define a cavity, and the method further comprises the step of filling the cavity between the sheets with a settable material .
  • the method comprises the step of providing a plurality of panels and installing those panels in edge to edge relationship.
  • Fig. 1 is a partial perspective view of a modular wall panel
  • Fig. 2 is a plan view of the modular wall panel of Fig. 1
  • Fig. 3 is a end elevation of the modular wall panel of Fig. 1
  • Fig. 4 is a end elevation of a variation of the modular wall panel of Fig. 1
  • Fig. 1 is a partial perspective view of a modular wall panel
  • Fig. 2 is a plan view of the modular wall panel of Fig. 1
  • Fig. 3 is a end elevation of the modular wall panel of Fig. 1
  • Fig. 4 is a end elevation of a variation of the modular wall panel of Fig. 1
  • Fig. 1 is a partial perspective view of a modular wall panel
  • Fig. 2 is a plan view of the modular wall panel of Fig. 1
  • Fig. 3 is a end elevation of the modular wall panel of Fig. 1
  • FIG. 5 is a partial perspective view of a second embodiment of a further embodiment of a modular wall panel ;
  • Fig. 6 is a end elevation of the modular wall panel of Fig. 5 with the head element in a first position;
  • Fig. 7 is the end elevation view of Fig. 6 with the head element in a second position;
  • Fig. 8 is a end elevation view of a variation of the panel of Fig. 5;
  • Fig. 9 is a end elevation view on a further variation of panel of Fig. 5;
  • Fig. 10 is a further embodiment of the wall panel; and
  • Fig. 11 is a cross-section end view of the panel of
  • the panel 10 illustrated in Figs. 1 to 3 comprise two containment members 11 that are spaced apart and are interconnected via five generally upright spacers, namely end spacers 14 and 15 and intermediate spacers 16. With this arrangement, a cavity 13 is formed between the containment members 11 which is operative to be filled with a settable material such as concrete.
  • Each of the containment members is formed from a coated sheet steel and incorporates corrugations with the corrugations extending horizontally from one vertical edge of the sheet to the other, as indicated diagrammatically via the parallel lines appearing in Fig. 1.
  • Such a profile rigidifies this sheet in respect of bowing in horizontal planes.
  • Other rigidifying profiles characterised by elongated zones of the sheet displaced horizontally from its mid plane may also be used if desired.
  • the containment members may be formed from other material which has sufficient strength to resist the hydrostatic forces imparted on filling the cavity 13 with the settable material .
  • These spacers 14, 15, 16 are formed as channel section studs which comprise a web 17 and sheet flanges 18 which extend it from edge margins of the web.
  • the studs 14, 15 and 16 are pressed or rolled from sheet metal strip, for example a strip of steel coated with a protective coating of an alloy of aluminium and zinc. It will be noted that the stud 14 projects outboard of the adjacent vertical edge of the containment member 11 by a distance approximating one half of the width of the flange of that stud.
  • the stud 15 is disposed inboard of the vertical edges of the member - lO - ll adjacent to the same extent. This feature facilitates the location and alignment of adjacent panels during their assembly into a finished wall .
  • the containment members 15 are secured to the studs 14, 15 and 16 via, for example closely spaced self-tapping screws, pop rivets or other conventional fastening means.
  • the preferred option is self-drilling, self-tapping screws 19.
  • these screws are positioned to extend through the flanges 18 at a location which is immediately adjacent the web 17 of the respective stud.
  • the advantage of this position is that the line of action of the fasteners 19 is closed to the centre plane of the web 17 so as to substantially reduce torsional stress induced in these studs .
  • the studs 14, 15 and 16 also include clearance holes 24 in the web 17. These clearance holes allow the passage of services such as cables or pipes through the panel cavity 13.
  • a planar grid (not shown) of reinforcing rods may be provided and supported in these openings.
  • the containment members 11 include an upper portion 20 which forms an enlarged head region on the panel. This head region 20 is best illustrated in Fig.
  • Fig. 3 illustrates a variation of the embodiment in Fig.
  • Figs. 5 to 7 illustrates a further embodiment of the panel 10.
  • the panel 10 includes many of the features of the earlier embodiment, like features have been given like reference numerals.
  • the head element 20 is formed separately from the major portion 30 of the panel 10.
  • the main part of the panel 30 includes the containment sheets 11 and studs 14, 15 and 16.
  • the upper end 31 of the studs 14 terminate below the upper end 32 of the containment members 11.
  • the head region 20 which is formed separately includes opposite walls 34 which are interconnected by studs 35. Typically these studs align with the main studs 14, 15 and 16 of the main part 30 of the wall panel 10. However, it is to be appreciated that these studs do not necessarily have to correlate with the studs of the main part.
  • the walls 34 include a lower part 36 which are arranged with the wall portion 32 extending generally parallel . This lower portion 36 is designed to be received within the recess 33 formed in the upper end of the main part 30 of the panel 10.
  • An upper portion 37 of the head 20 is enlarged relative to the lower end 36 and includes diverging wall portions 38.
  • One of the features of the arrangement of Figs . 5 to 7 where the head element 20 is formed separately is that the head element 20 can be mounted to the main part 30 of the panel 10 in various positions. Typically, the head element 20 is fixed to the containment members 11 by any suitable fasteners, such as pop rivets, or self-tapping screws. With this arrangement, the head element can be located with the lower part 36 fully located within the recess 33 or alternatively, the head element 20 can project further from the main part 30 as illustrated in
  • Fig. 6 This arrangement thereby provides a simple adjustment mechanism to be able to adjust the height of the wall panel 10. Further, the main structural requirement of the head element 20 and the fasteners securing that head element to the containment sheets 11 is to resist the hydrostatic pressures induced on filling the panel cavity 13. Once the settable material has hardened in the cavity, that material provides the main structural element of the panel . As the head element is located at the upper end of the panel, the hydrostatic pressure is not as high as it is at the lower end of the panel.
  • Figs. 8 and 9 illustrate variations on the panel 10 of Fig. 5. In the embodiment of Fig. 8, the head element 40 includes only one diverging wall 41 whereas the other wall 42 remains parallel. In the embodiment of Fig.
  • Fig. 10 illustrates a further embodiment.
  • the panel 60 is designed to be fully prefabricated and as such is not designed to be filled with a settable material.
  • the panel again includes a main part 61 and a head region 62.
  • the main part of the panel includes opposite wall surfaces 63, 64 and may be formed from any suitable material or materials.
  • the panel is made from a composite structure having a foam core and a metal skin forming the outer surfaces 63, 64.
  • the head region 61 is locatable at an upper end 65 of the main part 61 and includes a recess 66.
  • the head element 62 includes a lower projection 67 and an upper portion 68.
  • the projection 67 is receivable within the recess 66 and is typically secured to the main part 65 by fasteners 69 which extend through the major surfaces 63, 64 into the projection 67. In this way, the size of the panel 60 is able to be adjusted by regulating the position of the head region 62 relative to the main part 61.
  • the panels are located into a base plate and are installed in edge to edge relationship so as to form a continuous wall surface.
  • a particular advantage of embodiments of the panel which incorporate a separate head element is that it allows for height adjustment of panel after the main portion of the panel has been fixed into the base plate. Previously, height adjustment of a panel was achieved by introducing packing under the panel .
  • embodiments of the panel where a head is incorporated that head may be designed to span multiple panels which may strengthen the join between adjacent panels and/or facilitate correct alignment of the panels.
  • facing sheets may be applied to the individual panels.
  • Fig. 11 illustrates a facing assembly applied to the panel 10 illustrated in Figs. 5 to 7.
  • the facing assemblies 100 include facing sheets 101, which are typically plaster board or fibre cement sheet which are mounted on battens 102 which in turn are secured to the main portion of the panel 30 through clips 103. These clips 103 are fastened to the main portion 30 but project outwardly therefrom so as to locate the battens in a spaced relationship to the outer surface of the main portion 30 of the wall. By spacing the battens 102 from the main portion of the wall, allows the battens to extend beyond the enlarged head element 20 as the spacing provides sufficient clearance for the battens 102. The facing panels 101 are then secured to these battens up to the upper end of the panel 10 thereby providing a continuous surface to the wall and concealing the joint formed between the head portion 20 and the main portion 30.
  • facing sheets 101 are typically plaster board or fibre cement sheet which are mounted on battens 102 which in turn are secured to the main portion of the panel 30 through clips 103.
  • These clips 103 are fastened to the main portion 30 but project outwardly therefrom so as to locate the battens in
  • a suitable clip 103 for use in this application is described in the applicant's co- pending international application PCT/AU2004/001312 entitled "An Acoustic Partition and Clip for Use in Same” , the contents of which are herein incorporated by cross reference .
  • An additional benefit of spacing the battens from the main portion 30 of the wall is that it allows space for the provision of services between the wall panel 30 and the battens 102 and also improves acoustic performance of the resulting wall.
  • Insulation blanket (not shown) is typically also included between the facing panel 10 1 and the main portion 30 of the panel 10. Accordingly, an improved wall panel and resulting wall is provided which in a preferred form is able to provide for easier installation of wall structures allowing height adjustment.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)

Abstract

L'invention concerne un panneau mural (10) comprenant une partie principale (30) présentant des surfaces opposées séparées (11) et une seconde partie supérieure (20) montable sur une extrémité de la première partie du panneau. Dans un aspect l'invention, une cavité est formée entre les surfaces principales, cette cavité permet de recevoir une matière durcissable. La seconde partie (20) forme un prolongement des surfaces principales de la première partie et peut être montée dans une pluralité de positions, de sorte à permettre à la taille du panneau mural de varier. Dans un autre aspect de l'invention, le panneau mural (10) agencé pour recevoir une matière durcissable comprend une zone de tête élargie (20).
PCT/AU2005/000730 2004-05-20 2005-05-20 Panneau mural WO2005113917A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2005245515A AU2005245515A1 (en) 2004-05-20 2005-05-20 A wall panel

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2004902711A AU2004902711A0 (en) 2004-05-20 A wall panel
AU2004902711 2004-05-20

Publications (1)

Publication Number Publication Date
WO2005113917A1 true WO2005113917A1 (fr) 2005-12-01

Family

ID=35428440

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AU2005/000730 WO2005113917A1 (fr) 2004-05-20 2005-05-20 Panneau mural

Country Status (1)

Country Link
WO (1) WO2005113917A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2436841A (en) * 2006-03-03 2007-10-10 Verteka Ltd Building panel construction
CN102644372A (zh) * 2012-05-12 2012-08-22 张红亮 连接式建筑模板

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1223617A (fr) * 1958-09-13 1960-06-17 Machine pour creuser des tranchées profondes dans un sol ébouleux peu compact sans provoquer l'éboulement des parois
AU2277767A (fr) * 1967-06-06 1968-12-12
FR2222867A5 (en) * 1973-03-22 1974-10-18 Koehl Ets Prefabricated panel trench supports - are slotted into intermediate grooved uprights with telescopic braces
US3910053A (en) * 1973-01-17 1975-10-07 Josef Krings Sheeting arrangement for shoring a trench with a graduated cross section
FR2609488A1 (fr) * 1987-01-14 1988-07-15 Alcan Banche extensible
WO1994008110A1 (fr) * 1992-09-25 1994-04-14 Sandwith Stanley R Systeme ajustable de coffrage pour du beton
US5861105A (en) * 1996-07-25 1999-01-19 Martineau; Julien Concrete form system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1223617A (fr) * 1958-09-13 1960-06-17 Machine pour creuser des tranchées profondes dans un sol ébouleux peu compact sans provoquer l'éboulement des parois
AU2277767A (fr) * 1967-06-06 1968-12-12
US3910053A (en) * 1973-01-17 1975-10-07 Josef Krings Sheeting arrangement for shoring a trench with a graduated cross section
FR2222867A5 (en) * 1973-03-22 1974-10-18 Koehl Ets Prefabricated panel trench supports - are slotted into intermediate grooved uprights with telescopic braces
FR2609488A1 (fr) * 1987-01-14 1988-07-15 Alcan Banche extensible
WO1994008110A1 (fr) * 1992-09-25 1994-04-14 Sandwith Stanley R Systeme ajustable de coffrage pour du beton
US5861105A (en) * 1996-07-25 1999-01-19 Martineau; Julien Concrete form system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
DATABASE WPI Derwent World Patents Index; AN H3587D/32, XP002993193 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2436841A (en) * 2006-03-03 2007-10-10 Verteka Ltd Building panel construction
GB2436841B (en) * 2006-03-03 2010-12-15 Verteka Ltd Reinforced prefabricated panel including permanent formwork, construction methods employing such panels and strength members for use in manufacture thereof
US8978331B2 (en) 2006-03-03 2015-03-17 Verteka Ltd. Building construction with lost shuttering and construction method
CN102644372A (zh) * 2012-05-12 2012-08-22 张红亮 连接式建筑模板
CN102644372B (zh) * 2012-05-12 2014-09-10 张红亮 连接式建筑模板

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