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Attachment 4 - Site Investigation and Slab Report
guide, for brick masonry, ties should be provided 7.1.4 Termite Barriers
every fourth course and for block masonry, every Articulation joints do not prevent the installation
second course, ie at 400-mm centres. If a filler strip of effective termite barrier systems within the
is used it should extend around the sliding ties. For masonry wall or cavity since each barrier system
masonry having hollow cores, adequate embedment has specific details for this situation. Note that any
of the ties will generally require the grouting of any termite barriers that cross articulation joints must
cores containing the larger sliding ties. be able to accommodate the expected movement.
For masonry veneer (brick or block) and
reinforced single-leaf (block) masonry walls, sliding 7.2 Windows and External Doors
ties may also be provided, but are generally not In residential buildings articulation joints should be
required as the masonry on either side of the joint is combined with window or external door openings
held in place by either a structural frame (typically wherever possible, as these typically form points
timber) or reinforced and grouted cores which of weakness within the masonry wall, at which
provide the required support to the masonry. the risk of cracking is increased. The continuous
vertical articulation joint, running from footing (or
damp-proof course) to roof, can be provided on the
line of the window or door jamb. These locations
also assist to reduce the visual impact of the joint
as it is possible to conceal much of the joint behind
architraves and cover mouldings, particularly with
full-height windows and doors.
For windows or doors up to 1.8 m wide, and with
the maximum joint spacings from Section 5, an
articulation joint is generally required on only one
side of the window or door. For larger windows and
doors, articulation joints at both sides of the opening
should be considered Figure 24. Note that if one
Articulation side is less than 2 m from a corner, an articulation
≤ 4.5 m joints
joint on the side closest to the corner will be of little
from corner but if
≤ 2.0 m, joint will More benefit Figure 3.
be of little benefit than 1800 It is essential that a gap is left between the
window or door frame and masonry to ensure that
Figure 24 Articulation joints should be considered movement is possible. One method of achieving this
at both sides of wide window/door openings in cavity/solid masonry while still providing secure
fixing of the frame to the walling, is to use column
expansion ties fixed to the widow or door frame
Note:
Various tie types
available Masonry expansion tie Architrave conceals joint on inside
screwed to window frame
Window/door frame
Cover moulding conceals
articulation joint on outside
Gap
Figure 25 Fixing of window/door frames at articulation joints
Articulated Walling Page 15
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