23.10.2016 Views

KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

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Top<br />

Wall section showing the composition<br />

of a typical Newar brick masonry<br />

wall. (Gutschow, 1987) Note<br />

the variance in brick types, infill<br />

between outer wythes of brick and<br />

the lack of structural connection<br />

between the different layers.<br />

Middle<br />

Bulging and separation of layers<br />

of typical brick masonry wall. The<br />

mud mortar erodes and the outer<br />

dāci apā layer has separated from<br />

inner wythes of brick.<br />

Bot<strong>to</strong>m Left<br />

Improved detail for brick masonry<br />

wall, interlocking bricks of varying<br />

sizes <strong>to</strong> provide more structural<br />

continuity between the inner and<br />

outer faces of the wall.<br />

Bot<strong>to</strong>m Center and Right<br />

Stainless steel rods with hooked<br />

ends that secure the outer wythe <strong>to</strong><br />

the inner wythe of brick laid in the<br />

mortar bed <strong>to</strong> improve structural<br />

continuity. Stainless steel can also<br />

be laid in a bowtie pattern <strong>to</strong> help<br />

strengthen connection of outer<br />

wythes of walls.<br />

3. Brick Masonry Wall Composition<br />

Description<br />

Masonry walls made from mud mortar were built in<br />

three different layers that are not properly bonded <strong>to</strong>gether<br />

(like a cavity wall). The exterior layer is always<br />

dāci apā and the interior layer is mā-apā (or occasionally<br />

dāci apā) with rubble infill between the two.<br />

Issues<br />

There is no proper structural connection between layers.<br />

This causes bulging of the tapered dāci apā bricks when<br />

mud mortar dries and erodes. This deterioration is especially<br />

weak during an earthquake, where the exterior<br />

layer bulges further due <strong>to</strong> lack of connection within the<br />

wall, and was blown out on many such walls leading <strong>to</strong><br />

collapse.<br />

Options for Seismic Strengthening<br />

If header bricks are not available <strong>to</strong> connect layers within<br />

the wall, it is recomended <strong>to</strong> (i) cut dāci apā <strong>to</strong> provide<br />

a proper overlap with daci apā layer, (ii) use a 6 mm<br />

stainless steel rod in with hooked ends <strong>to</strong> hook in<strong>to</strong> and<br />

connect inner and outer brick layers (iii) make bowtie<br />

reinforcing with 2 mm dia. stainless steel wire <strong>to</strong> connect<br />

all layers. Any of these solutions can be applied at every<br />

30"-36" in every 4-5 brick layers.<br />

58

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