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

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Top left<br />

Original base of a column showing<br />

the mortise which received a tenon<br />

<strong>to</strong> connect it <strong>to</strong> the plinth.<br />

<strong>Patan</strong>, 24 March <strong>2016</strong><br />

Top right<br />

Once it has been decided how <strong>to</strong><br />

orient a heavily weathered column,<br />

the upper tenon can be completed.<br />

Shree Shyam Krishna Silpakar<br />

makes a rough shape using a hand<br />

saw, before refining the tenon in<strong>to</strong><br />

its final form.<br />

<strong>Patan</strong>, 25 March <strong>2016</strong><br />

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

The base of each column will<br />

remain temporarily as an extra long<br />

block so it can be adapted once a<br />

decision is reached on the res<strong>to</strong>ration<br />

of the plinth.<br />

<strong>Patan</strong>, 24 March <strong>2016</strong><br />

Columns’ decorative carvings<br />

Some deities inhabiting miniature niches on the respective<br />

sides of the columns, either on the lower part (Nev.<br />

tau) or just below the upper spacing board (Nev. cakulã),<br />

and some decorative floral details were for some time<br />

waiting <strong>to</strong> be carved. As there are no detailed models,<br />

e.g. pho<strong>to</strong>graphs or drawings, they cannot be copied<br />

from any original. It was decided <strong>to</strong> design the details in<br />

analogy <strong>to</strong> preserved ones.<br />

Repair and Res<strong>to</strong>ration of Columns<br />

For the res<strong>to</strong>ration of the eleven outer columns of South<br />

Manimaṇḍapa, each had <strong>to</strong> be inspected individually,<br />

resulting in a range of responses. All the columns date<br />

from the late 16th or even 15th century and are intricately<br />

carved, following a classical design pattern. This<br />

column type differs from the design of the four inner<br />

columns, and also from the design of the North<br />

Manimaṇḍapa columns.<br />

However similar they might be, each column differs<br />

slightly from the others. With the aims of keeping as<br />

much not only of the original wood but also of the intention<br />

of the original designer as possible, and at the<br />

same time maximizing their structural integrity, each<br />

column called for a different intervention. Stainless steel<br />

pins were used in two cases, for example, where the lower<br />

parts of a column had <strong>to</strong> be replaced by new elements.<br />

In the following pages, various examples document individual<br />

solutions for the repair and res<strong>to</strong>ration of these<br />

original timber columns.<br />

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