WO2000063506A1

WO2000063506A1 - Deformable building sheet batten

Info

Publication number: WO2000063506A1
Application number: PCT/AU2000/000320
Authority: WO
Inventors: Peter Francis Eaton
Original assignee: James Hardie Research Pty Limited
Priority date: 1999-04-16
Filing date: 2000-04-14
Publication date: 2000-10-26
Also published as: JP2002542412A; EP1185747B1; BR0010678B1; CN1351687A; NZ514832A; US7191570B1; CZ299127B6; AU3649200A; MXPA01010523A; JP4717220B2; EP1185747A4; DE60011769D1; KR100696906B1; HK1044359A1; HK1044359B; ATE269922T1; KR20020021628A; AUPP980399A0; CA2370233A1; AU778903B2

Abstract

A batten (100) for mounting cladding sheets to a wall or frame, said batten comprising an elongate channel member having a pair of spaced apart side walls (120, 140) joined by an intermediate web (110), and a corresponding pair of mounting flanges (125, 145) spaced outwardly from the web (110) and extending laterally from the side walls (120, 140), the web (110) being adapted for connection to the wall or frame, the flanges (125, 145) being adapted for connection to the cladding sheets (300), and the batten (100) being configured such that stress applied to the cladding sheets (300) in use results in preferential deformation of the batten.

Description

TITLE: DEFORM ABLE BUILDING SHEET BATTEN

FIELD OF THE INVENTION

The present invention relates to methods and apparatus for mounting cladding

sheets over masonry or steel frame work. The invention has been developed primarily

for use with fibre reinforced cement cladding sheets and will be described hereinafter

with reference to this application. It will be appreciated, however, that the invention is

also applicable to other cladding materials.

BACKGROUND OF THE INVENTION

Battens have previously been used by the applicant in their facade and fascia

cladding systems. These battens are sometimes referred to as "top hats" due to their

inverted U-shaped cross-section and outwardly splayed edge flanges. The function of

these battens or top hats is to provide a planar fixing frame for connection of cladding

sheets. As will be appreciated by those skilled in the art, when applying cladding sheets

over an uneven surface it is important that the frame on which the cladding sheets are

mounted is planar. By the addition of packing materials, and spacers in conjunction with

top hat battens, such a planar fixing frame can be obtained.

A known example of a conventional cladding system is shown in Figures 1 to 3.

Figure 1 is a front elevational view of a wall 10 covered with a plurality of cladding

sheets 11. Each cladding sheet is supported along its longitudinal edges 12 by battens

20. This can be seen more clearly in Figure 2 which is a cross sectional view through a

batten interconnecting two adjacent sheets 11. Each batten is formed by a channel member having a pair of side walls 23 adapted for connection to the frame or wall, to be

concealed by means of mounting screws 26 extending through edge flanges 27. An

intermediate web 28 forms a platform spaced outwardly from the wall, to support the

cladding sheets which are secured by screws 29. The web 28 is of sufficient width to

extend across the joint 30 between the two sheets 11. The battens 20 are generally

spaced apart to suit the wind loading on the cladding sheets. If required, additional

intermediate battens 21 (as shown in Figures 1 and 3) may be provided.

The applicants have found that such top hat batten sections allow the main

structural framing elements of the wall 10 to be spaced further apart, with the top hat

battens spanning the structural elements to provide fixing points for the cladding sheets.

It will be appreciated that this provides a substantial cost saving with regard to both the

materials and labour required for framing.

Conventional top hat battens, however, have several drawbacks. Firstly, they

generally require gaskets 31, backing strips 32 and sealants to provide adequate

wea herproofing of the cladding system. Apart from the additional cost associated with

such gaskets and backing strips, poor installation techniques may result in misalignment

of the cladding sheets and damage to the sheets from over stressing along their edges, as

well as inadequate waterproofing. The process is also labour intensive.

Additionally, the generally narrow width of the platform section 28 of the top hat

battens requires fasteners to be located close to the sheet edges, as shown in Figure 2. If

such fasteners are located even a few millimetres closer to the sheet edge or if the sheets

are not fastened correctly, failure or "break out" of a sheet edge along the line of the

fasteners can occur. Lastly, in use it will be appreciated that stresses can be applied to the cladding

sheet either internally or externally which can compromise the strength, weatherproofing

or durability of conventional cladding systems. For example, external stress may be

applied to a cladding sheet by wind loading or by thermal expansion or contraction of

the sub-frame or battens themselves. Internal stresses may arise, for example, from

within the fibre reinforced sheet due to moisture movement, carbonation shrinkage etc.

In either case, such stresses can lead to premature wear, leakage, or even failure of

various elements in the system.

The present invention seeks to overcome or substantially ameliorate one or more

of these disadvantages of the prior art, or at least to provide a useful alternative.

DISCLOSURE OF THE INVENTION

In a broad aspect, the present invention provides a batten for mounting cladding

sheets to a wall or frame, said batten comprising an elongate channel member having a

pair of spaced apart side walls joined by an intermediate web, and a corresponding pair

of mounting flanges spaced outwardly from the web and extending laterally from the

side walls, the web being adapted for connection to the wall or frame, the flanges being

adapted for connection to the cladding sheets, and the batten being configured such that

stress applied to the cladding sheets in use results in preferential deformation of the

batten.

The deformation is preferably elastic in mode, but may alternatively be plastic or a

combination of both elastic and plastic deformation. The force required to displace one

of the side walls of the batten, is preferably less than that which would normally induce failure in the cladding sheets due to expected movement or contraction as a result of

changes in moisture content. In the preferred embodiment, the battens are configured

such that the side walls flex by a predetermined amount, depending upon the stresses

likely to be applied by corresponding cladding sheets of preselected size, thickness,

material composition, moisture content and other specific characteristics. In this way,

the battens can be individually tailored to the cladding sheets and their specific

application.

Preferably, the channel member is generally U, omega (Ω) or V-shaped.

Preferably, the side walls diverge outwardly from the web toward the mounting flanges,

but in other embodiments may alternatively be generally parallel or converge inwardly.

The side walls may optionally also be perforated or defined intermittently by spaced

apart arms, tabs, fingers or lugs.

In the preferred embodiment, the present invention further provides a sealing strip

which, in use, closes the open channel portion of the batten, intermediate the side walls.

Also, in the preferred embodiment, the cladding sheets are connected to the mounting

flanges by means of discrete fastening elements, ideally in the form of self-tapping

screws.

Preferably, the mounting flanges are formed with respective longitudinally

extending recessed channels configured, in use. to provide a clearance space between the

cladding sheets and the mounting flanges. By extending through this clearance space,

the mounting screws are preferably disposed to accommodate a limited degree of pivotal

movement, thereby permitting a limited degree of relative lateral displacement in two

dimensions between the cladding sheet and the batten, in the plane of the sheet. The recessed channels advantageously also facilitate drainage and thereby help to prevent

ingress of water in adverse weather conditions.

According to a second aspect, the invention provides a method for mounting

cladding sheets to a wall or frame using battens as previously defined, said method

including the steps of positioning a plurality of said battens in spaced apart generally

parallel relationship by fastening the web of each batten to the wall or frame, and

securing the longitudinal edges of each cladding sheet to the respective mounting flanges

of selected battens, such that stress applied to the cladding sheets results in preferential

deformation of one or more of the battens.

In the preferred embodiment, the battens positioned between the outer edges of the

sheets are adapted to be used in a reverse orientation, to provide intermediate internal

support for the sheets. In this reverse orientation, the flanges are preferably connected to

the frame or wall, and the cladding sheet is connected to the web.

The web preferably also includes a longitudinally extending recessed channel,

configured in the normal orientation to provide a clearance space between the wall or

frame and the web, and in the reverse orientation between the cladding sheet and the

web. This arrangement allows pivotal movement of the mounting screws extending into

the web, in the manner previously described, to permit a limited degree of relative lateral

displacement in two dimensions, between the cladding sheet and the batten in the reverse

orientation, or between the wall or frame and the batten in the normal orientation,

independently of the relative displacement accommodated by flexural deformation of the

side walls. According to a third aspect, the invention provides a batten for mounting cladding

pair of spaced apart side walls joined by an intermediate web, and a pair of mounting

flanges spaced outwardly from the web and extending laterally from the side walls, the

web being adapted for connection to the wall or frame, and the flanges being adapted for

connection to the cladding sheets by fastening elements, wherein at least one of the

flanges includes a longitudinally extending recessed channel configured, in use, to

provide a clearance space between the cladding sheet and the mounting flange such that

a limited degree of relative lateral displacement in two dimensions between the cladding

sheet and the batten is accommodated by pivotal movement of the fastening elements.

Preferably, both of the flanges include respective longitudinally extending recessed

channels, and the fastening elements are preferably screws.

In the preferred embodiment, the web of the batten also includes a longitudinally

extending recessed channel configured, in an analogous manner, to permit a limited

degree of lateral displacement in two dimensions between the batten and the wall or

frame in the normal orientation, or between the batten and the cladding sheets in the

reverse orientation, by pivotal movement of the respective mounting screws.

Unless the context clearly requires otherwise, throughout the description and the

claims, the words 'comprise^', 'comprising', and the like are to be construed in an

inclusive sense as opposed to an exclusive or exhaustive sense: that is to say, in the sense

of "including, but not limited to". BRIEF DESCRIPTION OF THE DRAWINGS

A preferred embodiment of the invention will now be described, by way of

example only, with reference to the accompanying drawings in which:

Figures 1-3 are front elevational and cross sectional views of a conventional

cladding system according to the prior art;

Figure 4 is a cross sectional view of the top hat batten according to a first

embodiment of the present invention;

Figure 5 is a cross sectional view through a sealing strip for use with the top hat

batten in Figure 4;

Figure 6 is an enlarged cross sectional view showing the top hat batten of Figure 4

and sealing strip of Figure 5 in situ;

Figure 7 is a front elevational view of the cladding sheet mounting system

according to the present invention;

Figure 8 is a cross sectional view showing the top hat batten located in reverse

orientation to support intermediate or internal area of the cladding sheet;

Figure 9 is a longitudinal sectional view taken vertically through the batten of

Figure 6. showing pivotal movement of the mounting screws in the flange in the vertical

plane:

Figure 10 is a cross sectional view similar to Figure 6, showing an alternative

embodiment of a top hat batten according to the invention; and

Figure 1 1 shows the top hat batten of Figure 10 in the reverse orientation. PREFERRED EMBODIMENT OF THE INVENTION

Referring firstly to Figure 4, the batten 100 according to the present invention is

comprised of a generally U-shaped channel member having arms or side walls 120 and

140 connected by an intermediate web 110.

The side walls diverge outwardly from the web. and terminate in corresponding

flanges 125 and 145 extending laterally from their free edges. These flanges are adapted

for connection to the cladding sheets as described below. In other embodiments, the side

walls may be generally parallel, convergent, curved, V-shaped, omega (Ω) shaped, or be

formed with any other suitable profile.

A detachable sealing strip 200, as shown in Figure 5, is adapted to extend across

and close the open section 160 of the channel, with longitudinal edges 165 captively and

sealingly retained within respective mutually opposing grooves 170. Appropriate

installation of this weather sealing strip 200 is shown in Figure 6.

Figure 6 also shows the installation of the batten 100. The intermediate web

portion 110 is first connected to a wall or sub-frame 50. to be concealed. It should be

noted that this can be accomplished by a single line of fasteners 250, as distinct from the

dual lines of spaced apart fasteners, required by the prior art (see Figures 1 to 3).

Substantial cost and time savings result from this aspect alone. The outwardly extending

side walls 120 and 140 with their respective flanges 125 and 145 are thereby positioned

to support the cladding sheets 300. The longitudinal edges 310 of each cladding sheet

are secured by corresponding rows of fastening screws 325.

As shown more clearly in Figure 7. the spacing and orientation of the battens is

based on the intended layout of the sheet joints. Thus, a batten is used to extend between and to support adjacent cladding sheets 300 at each sheet joint. Conventionally, the

battens and sheets will extend in the vertical direction along the wall to be clad. It is

possible, however, that either or both of the battens 100 and sheets 300 may be oriented

in other directions such as horizontally or at intermediate inclinations.

As shown in Figure 7, intermediate battens 105 may also be used. Battens 105 are

the same as the battens 100 shown in Figures 4 to 6, but are conveniently installed in the

reverse orientation to support the internal areas of the sheets. The arrangement of these

intermediate battens is shown in more detail in Figure 8. In this instance, the web 110 is

connected directly to an internal area of the associated cladding sheet 300. with the side

walls 120 and 140 being connected to the frame or wall by means of the laterally

extending mounting flanges 125 and 145.

An alternative batten is shown in Figure 10 (normal orientation) and Figure 11

(reverse orientation), where corresponding features are denoted by like reference

numerals. This batten functions in essentially the same way as that previously described,

but is more Ω-shaped in cross sectional profile, and so will exhibit different

deformational characteristics.

As will be clear to those skilled in the art, the battens 100 according to the present

invention provide substantial advantages over the conventional prior art batten shown in

Figure 2. Firstly, the fact that the batten may be fixed to the frame or wall by a single

row of fasteners 250 as has already been discussed. The batten 100 also provides that

the spacing between fasteners 325 on adjacent cladding sheets is much greater than that

allowed by conventional techniques, as will be apparent from Figure 2. By spacing the

fasteners 325 further apart and further from the edges of the respective cladding sheets, the possibility for fracture or break out of a sheet 300 along the line of the fasteners is

greatly reduced.

In addition to the above, the side walls 120 and 140 of the batten 100 are

configured to deform preferentially over the cladding sheets, as a result of stress applied

to or by the sheets. More particularly, the dimensions of cladding sheets such as fibre

reinforced cement cladding sheets may alter over time. Some FRC sheets, for example,

can expand or shrink due to moisture, carbonation etc. When the cladding sheet 300

shrinks, stress is applied to the edges 310 of the sheets via its connection with the

supporting batten and frame. With known battens, this shrinkage can be sufficient to

cause deformation, cracking or even failure of the cladding sheet 300 at its edges or

elsewhere.

The present invention overcomes this problem by configuring the batten 100 to

yield to such an applied stress in preference to deformation or failure of the cladding

sheets 300. When the cladding sheets shrink, for example, the sides 120 and 140 of the

supporting battens 100 would deform outwardly in response.

Similar deformation would result from external stresses. For example, the battens

100 will preferentially yield to thermal expansion of frame or wall 50, wind loading, or

the like within certain tolerances, thereby substantially isolating the cladding sheets from

such stresses.

As shown in the drawings, it is also preferable that the cladding sheets 300 are

connected directly to the battens 100 without packing, gaskets or the like. This saves

material costs, reduces labour time, and avoids possible difficulties with over tightening

the fastening screws. When connecting the cladding sheet to the batten by screwing, once the cladding sheet sits squarely on the flanges 125 and 145 no further tightening of

the screws 325 is required. This contrasts with the prior art as shown in Figure 2,

whereby due to packing, sealing gaskets and the like between the sheet and the batten,

over tightening of the screw fasteners can occur.

The preferred configurations shown in Figures 4 to 11 also have several

advantages in terms of weatherproofing. During installation, and referring particularly to

Figure 6. the sealing strip 200 is initially spring fitted into the mutually opposing

grooves 170 formed in the shoulders of the batten 100. In this position, the sealing strip

200 stands proud of the flanges 125 and 145. The cladding sheets 300 are then screwed

into position thereby providing primary contact seals 122 and 142 where the sealing strip

200 contacts the back of each cladding sheet 300.

Such a configuration also provides two pressure equalised drainage channels 123

and 143 on either side of the sealing strip. Any moisture which does manage to migrate

past the primary contact seals 122 and 142 can drain through the adjacent drainage

channels. Further pairs of secondary contact seals 124 and 144 are provided by the

corresponding flange portions 125 and 145 contacting the respective cladding sheets. In

between these secondary pairs of contact seals, respective secondary drainage channels

126 and 146 are provided in much the same fashion as drainage channels 123 and 143.

It will there be clear to those skilled in the art that not only does the inventive

batten 100 remove the need for additional packing, gaskets, and the like to provide a

weatherproof seal, it does not rely only on one contact region to provide a weatherproof

seal. Rather, it provides a series of primary and secondary contact seals with drainage

channels disposed therebetween to virtually eliminate the prospect of moisture migrating behind the cladding sheets. It should also be recognised that the batten 100 provides a

much simpler mechanism for installation over the conventional system shown in Figure

2 which requires the provision and alignment of various packing and gasket materials.

A further advantage of the present invention relates to the ability of the batten 100

to permit movement of the fastening screws relative to the cladding sheets. As shown

most clearly in Figures 6, 9 and 10, each of the fasteners 325 along the sheet edges 310

extends through one of the recessed grooves or drainage channels 126/146 provided on

flange portions 125/145 of the adjacent batten. By locating these fasteners 325 in the

recessed grooves where the back of the cladding sheet is not in direct contact with the

flanges, the fasteners 325 have the ability to tilt or pivot and thereby accommodate some

lateral movement of the sheet relative to the batten in both the vertical and horizontal

directions. Thus, if the sheet shrinks, the exterior portion of the fastener screw is drawn

towards the center of the sheet. If the sheet is in direct contact with the batten flange, no

significant pivoting of the screw can occur, as is the case in the prior art. With the

present invention, however, the fastener can tilt or pivot about its contact point with the

flange, thereby to accommodate a limited degree of relative displacement between

adjacent sheets and between the sheets and the battens in two dimensions, in response to

the applied stress.

It will be also noted that the web of the batten incorporates a similar longitudinal

recess or groove 150, which functions in an analogous manner to allow pivoting of the

associated fastening screws extending therethrough. This is particularly advantageous in

the case of those battens installed in intermediate locations in the reverse orientation, as

shown in Figures 8 and 1 1 , but is also beneficial in the normal orientation by permitting pivotal movement of the screws fastening the web of the batten to the wall or frame (see

Figures 6, 9 and 10).

It will be appreciated that by varying the gauge thickness, by using a higher or

lower strength material, by using different materials, or by altering the cross sectional

profile, the battens can be specifically tailored to match the stresses expected to be

applied by or to the cladding sheets. Further, the shape of the recessed fixing grooves

and drainage channels 126/146 may be altered such that the batten can accommodate

additional shrinkage or swelling of the cladding sheet. In all these respects, the

invention represents a practical and commercially significant improvement over the prior

art.

Although the invention has been described with reference to specific examples, it

will be appreciated by those skilled in the art that the invention may be embodied in

many other forms. In particular, the sealing strips and battens can be constructed from

any suitable materials including metal or plastic. Moreover, the battens can be

configured to deform elastically or plastically depending upon requirements.

Claims

CLAIMS:-

1. A batten for mounting cladding sheets to a wall or frame, said batten comprising

an elongate channel member having a pair of spaced apart side walls joined by an

intermediate web. and a corresponding pair of mounting flanges spaced outwardly from

the web and extending laterally from the side walls, the web being adapted for

connection to the wall or frame, the flanges being adapted for connection to the cladding

sheets, and the batten being configured such that stress applied to the cladding sheets in

use results in preferential deformation of the batten.

2. A batten according to claim 1, wherein said deformation is substantially elastic in

mode.

3. A batten according to claim 1 or claim 2, wherein the deformation is at least

partially plastic in mode.

4. A batten according to any one of the preceding claims, wherein the force required

to displace one of the side walls of the batten is less than that which would normally

induce failure in the cladding sheets due to expected movement or contraction as a result

of changes in moisture content.

5. A batten according to any one of the preceding claims, being tailored to cladding

sheets of preselected characteristics, to induce a predetermined degree of flexural

deformation in the side walls according to the stresses normally expected to be applied,

such that the batten is tailored to the intended application.

6. A batten according to any one of the preceding claims, wherein the channel is

generally U-shaped.

7. A batten according to any one of claims 1 to 5, wherein the channel is generally

Ω- shaped.

8. A batten according to any one of claims 1 to 5, wherein the channel is generally V-

shaped.

9. A batten according to any one of the preceding claims, wherein the side walls

diverge outwardly from the web toward the mounting flanges.

10. A batten according to any one of the preceding claims, wherein the flanges are

adapted for connection to the cladding sheets by means of discrete fastening elements.

11. A batten according to claim 10, wherein the flanges are adapted for connection to

the cladding sheets by means of self tapping screws.

12. A batten according to claim 11, wherein the mounting flanges include respective

longitudinally extending recessed channels configured, in use, to provide a clearance

space between the cladding sheets and corresponding portions of the mounting flanges.

13. A batten according to claim 12, wherein the fastening screws are adapted, in use,

to extend through the clearance spaces, so as to accommodate a limited degree of pivotal

movement between the screws and the flanges, thereby permitting a limited degree of

relative lateral displacement in two dimensions between the cladding sheet and the

batten, in the plane of the sheet.

14. A batten according to claim 13, wherein the recessed channels are configured to

facilitate drainage and thereby impede water ingress in adverse weather conditions.

15. A batten according to any one of claims 12 to 14, wherein the web includes a

longitudinally extending recessed channel configured, in use, to provide a clearance

space between the wall or frame and a portion of the web. said clearance space being adapted to accommodate a limited degree of pivotal movement of the mounting screws

extending through the web, thereby to permit a limited degree of relative lateral

displacement in two dimensions between the batten and the wall or frame, independently

of relative displacement accommodated by preferential deformation of the side walls.

16. A batten according to any one of the preceding claims being formed from

sheetmetal, with overall dimensions, thickness, and material composition being selected

to provide predetermined preferential deformation characteristics according to the

intended application.

17. A method for mounting cladding sheets to a wall or frame using battens as defined

in any one of the preceding claims, said method including the steps of positioning a

plurality of said battens in spaced apart generally parallel relationship by fastening the

web of each batten to the wall or frame, and securing the longitudinal edges of each

cladding sheet to the respective mounting flanges of the battens, such that stress applied

in use to the cladding sheets results in preferential deformation of one or more of the

battens.

18. A method according to claim 17, including the further step of positioning selected

battens in intermediate positions between the outer edges of the respective sheets to

provide internal support for the sheets.

19. A method according to claim 18, wherein at least some of the intermediate battens

are fastened in a reverse orientation, wherein the flanges are fastened to the frame or the

wall, and the cladding sheet is fastened to the web.

20. A method according to any one of claims 17 to 19, wherein the web includes a

longitudinally extending recessed channel, being configured in the normal orientation to provide a clearance space between the wall or frame and the web, and in the reverse

orientation to provide a clearance space between the cladding sheet and the web.

21. A method according to claim 20, including the further step of fastening the batten

to the wall or frame and the cladding sheet to the batten with mounting screws, the web

channel being configured to accommodate a limited degree of pivotal movement of the

mounting screws extending through the web, thereby to permit a limited degree of

batten in the reverse orientation, or between the wall or frame and the batten in the

normal orientation, independently of relative displacement accommodated by

preferential flexural deformation of the side walls.

22. A batten for mounting cladding sheets to a wall or frame, said batten including an

elongate channel member having a pair of spaced apart side walls joined by an

intermediate web, and a pair of mounting flanges spaced outwardly from the web and

extending laterally from the side walls, the web being adapted for connection to the wall

or frame, and the flanges being adapted for connection to the cladding sheets by

fastening elements, wherein at least one of the flanges includes a longitudinally

extending recessed channel configured, in use, to provide a clearance space between the

cladding sheet and a portion of the mounting flange such that a limited degree of relative

lateral displacement in two dimensions between the cladding sheet and the batten is

accommodated by pivotal movement of the fastening elements.

23. A batten according to claim 22, wherein each of the flanges includes a respective

longitudinally extending recessed channel.

24. A batten according to claim 22 or claim 23, wherein the web includes a

longitudinally extending recessed channel configured, in use, to permit a limited degree

of lateral displacement in two dimensions between the batten and the wall or frame in

the normal orientation, or between the batten and the cladding sheets in the reverse

orientation, by pivotal movement of fastening screws extending through the web.

25. A batten according to any one of claims 22 to 24, being configured such that

batten.

26. A batten according to claim 25, wherein said deformation is substantially elastic

in mode.

27. A batten according to claim 25 or claim 26, wherein the deformation is at least

partially plastic in mode.

28. A batten according to any one of claims 25 to 27, wherein the force required to

displace one of the side walls of the batten is less than that which would normally induce

failure in the cladding sheets due to expected movement or contraction as a result of

changes in moisture content.

29. A batten according to any one of claims 25 to 28, being tailored to cladding

deformation in the side walls according to the stresses normally expected to be applied in

situ, such that the batten is tailored to the intended application.

30. A batten according to any one of claims 25 to 29, wherein the channel is

generally U-shaped.

31. A batten according to any one of claims 25 to 29, wherein the channel is

generally Ω-shaped.

32. A batten according to any one of claims 25 to 29, wherein the channel is generally

V-shaped.

33. A batten according to any one of claims 25 to 32, wherein the side walls diverge

outwardly from the web toward the mounting flanges.

34. A batten according to any one of claims 25 to 33, wherein the flanges are adapted

for connection to the cladding sheets by means of self tapping screws.

35. A method for mounting cladding sheets to a wall or frame using the battens as

defined in any one of claims 25 to 34, said method including the steps of positioning a

plurality of said battens in spaced apart generally parallel relationship by securing the

web of each batten to the wall or frame by fastening screws, and securing the

longitudinal edges of each cladding sheet to the respective mounting flanges of the

battens by fastening screws, such that stress applied to the cladding sheets is

accommodated by said pivotal movement of the fastening elements and said relative

lateral displacement between the cladding sheets and the battens.

36. A method according to claim 35, including the further step of positioning selected

battens in intermediate positions between the outer edges of the sheets to provide

internal support for the sheets.

37. A method according to claim 36, wherein at least some of the intermediate battens

are fastened in a reverse orientation, wherein the flanges are connected to the frame or

the wall, and the cladding sheet is connected to the web.

38. A method according to claim 37, wherein the web includes a longitudinally

extending recessed channel, being configured in the normal orientation to provide a

clearance space between the wall or frame and the web, and in the reverse orientation to

provide a clearance space between the cladding sheet and the web.

39. A method according to claim 38, wherein the web channel is configured to

accommodate a limited degree of pivotal movement of the fastening elements extending

through the web. thereby to permit a limited degree of relative lateral displacement in

two dimensions between the cladding sheet and the batten in the reverse orientation.

40. A method according to any one of claims 35 to 39, wherein the batten is

configured such that stress applied to the cladding sheets in use results in preferential

deformation of the batten.

41. A method according to claim 40, wherein said deformation is substantially elastic

in mode.

42. A method according to claim 40 or claim 41, wherein the deformation is at least

partially plastic in mode.

43. A method according to any one of claims 40 to 42, wherein the deformation occurs

primarily in the side walls of the batten.

44. A method according to any one of claims 40 to 43, wherein the batten is

configured such that the force required to displace one of the side walls is less than that

which would normally induce failure in the cladding sheets due to expected movement

or contraction in situ as a result of changes in moisture content.