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Design - Wall Ties
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Stainless steel wall ties should be specified, the type according to whether
they are for use with traditional mortar or thin-joint construction. Ties should
conform to BS 1243: 1978 or BS DD 140: Part 2: 1987.
For traditional 10mm mortar construction, conventional butterfly or double-triangle
ties should be embedded to at least 50mm into the mortar joint in each leaf.
Driven wall ties should be embedded into the Airtec block to a depth at least
matching that when embedded onto the outer leaf mortar joint (when building the
Airtec inner leaf first). Positioning will be determined by the coursing levels
of the outer leaf.
When using partial internal cavity insulation, suitable retaining devices should
be used for supporting the cavity batts.
The leaves should be coursed such that the ties are either level or slope outwards
to avoid water penetration to the inner leaf. The drip should be positioned so
that it points downwards.
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A note on Thin-Joint mortar Wall Ties:Thin-Joint construction wall ties are the helical twist type that are hammer
driven into the face of the aerated block on the inner leaf at the appropriate
mortar joint level on the outer leaf as construction progresses.
Alternatively, ties that can be face-fixed to the block are also suitable. The
tie should be anchored into the Airtec block using an expanding nail or similar
fixing. Frame-fix ties must be installed correct side up and placed horizontally
or with a slight fall to the outer leaf.
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Wall Tie Spacing and Positioning
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