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

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The Res<strong>to</strong>ration and Rebuilding of<br />

the North Manimaṇḍapa, <strong>Patan</strong><br />

Darbār Square<br />

His<strong>to</strong>ry<br />

Even though the construction date of the North<br />

Manimaṇḍapa (“Pavilion of Jewels”) cannot be confirmed,<br />

the structure likely dates <strong>to</strong> the seventeenth century.<br />

Daniel Wright quotes a source and names Bir Deva<br />

as the Licchavi king who built the mandapas, along with<br />

the tank and watercourses. Renovation of the site was<br />

carreid out under Raja Yoganarendra Malla in ca. 1701,<br />

and a throne was installed.<br />

At some point, the timber cornices fell prey <strong>to</strong> the modification<br />

of the building and were replaced in brick.<br />

On the occasion of King Birendra’s coronation in 1974,<br />

the North Manimaṇḍapa was altered significantly. The<br />

timber planking was replaced by s<strong>to</strong>ne slabs, and the<br />

ventilated plinth was filled with rubble. When the step<br />

well, Maṅgahiṭī, was renovated in 2010, minor repairs<br />

were made <strong>to</strong> the plinth of the North Manimaṇḍapa.<br />

century shape despite several alterations in the centuries<br />

that followed its contruction, will serve as the model for<br />

the reconstruction of its norhtern counterpart. His<strong>to</strong>ric<br />

pho<strong>to</strong>graphs of the North Manimaṇḍapafrom the 19th<br />

and early 20th centuries will also inform the design.<br />

The design will maximize the reuse of salvaged his<strong>to</strong>ric<br />

elements and will use appropriate his<strong>to</strong>ric materials <strong>to</strong><br />

replace unsalvageable or missing pieces.<br />

The North Manimaṇḍapa will also require state-of-theart<br />

seismic strengthening as the immense load of the knee<br />

walls and roof have <strong>to</strong> be supported by the 16 timber<br />

columns above the plinth. Better connectivity throughout,<br />

including between the columns and the plinth and<br />

foundation, is imperative for life safety and durability.<br />

Existing Condition After the 2015 <strong>Earthquake</strong><br />

The North Manimaṇḍapa ground floor beams were rotten<br />

even before the earthquake.<br />

All of the 16 timber pillars were partially damaged in the<br />

2015 earthquake, and their upper tenons were broken.<br />

One column broke in<strong>to</strong> four pieces.<br />

The column capitals (metha) are all in good condition.<br />

An entire set of new beams and crossed beams need <strong>to</strong><br />

introduced as the existing were damaged by wet rot and<br />

smaller sections were used in the last renovation.<br />

The timber conices were already lost before the 1970s,<br />

and the same is true for the original terracotta cornices<br />

Nothing salvageable is left from the roof.<br />

Proposed Rebuilding<br />

The South Manimaṇḍapa, which kept its early 18th-<br />

Opposite<br />

View of the North Manimaṇḍapa,<br />

seen from the east. Detail of a pho<strong>to</strong>graph<br />

taken ca. 1863 by Clarence<br />

Comyn Tayler.<br />

Courtesy of National Geographic Society<br />

317

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