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

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Patukva Agam<br />

Structural improvements include<br />

a timber backup frame within the<br />

structure and a two-layered system<br />

of perpendicular diagonal planking<br />

<strong>to</strong> increase stiffness and shear<br />

capacity.<br />

Pho<strong>to</strong>graphs and sketch by Rohit Ranjitkar,<br />

1996.<br />

Timber reinforcement schemes in the 90’s:<br />

Patukva Agam backup frame, Yetkha, Vambaha<br />

The res<strong>to</strong>ration of the Patukva Agam (res<strong>to</strong>red 1994-8)<br />

presented a significant structural challenge as its massive<br />

roof<strong>to</strong>p and multi-tiered temple structure rested on a<br />

dilapidated three-s<strong>to</strong>ry base structure which was about<br />

<strong>to</strong> collapse due <strong>to</strong> water damage. The Trust consulted<br />

with the UK’s pre-eminent conservationist, Sir Bernard<br />

Feilden, during his working visit with KVPT in 1994 regarding<br />

the Agam as well as strengthening techniques for<br />

the Ayuguthi. Eduard Sekler negotiated a consultancy<br />

from Guy Nordenson <strong>to</strong> pursue the engineering concept<br />

of a backup frame using massive timber members, an<br />

idea which had been initiated in consultation with Sir<br />

Bernard Feilden. Nordenson, a senior engineer at the<br />

international engineering firm of Ove Arup, advised on<br />

this innovative design. The solution can be described<br />

as a framework of interior scaffolding, - massive timber<br />

members carefully fit in<strong>to</strong> the corners of the structure<br />

and spanning floor joists designed <strong>to</strong> "catch " the<br />

<strong>to</strong>wering masonry and timber <strong>to</strong>wer in case of failure. A<br />

structural membrane created by multiple layers of timber<br />

planking with staggered joints in 45 degree was introduced<br />

at the floor level <strong>to</strong> provide horizontal rigidity,<br />

replacing the his<strong>to</strong>rical thick mud floors. This backup<br />

structural frame allowed us <strong>to</strong> leave the slightly tilting<br />

facade masonry intact, without dismantling, so that the<br />

extraordinary patina and irregularity of the facade could<br />

be “frozen”.<br />

Timber was chosen over steel both for its aesthetic flavor,<br />

congruent with the medieval tiny crooked structure,<br />

and because it would be easier <strong>to</strong> fit and install in the<br />

tiny spaces, which allowed no extra room for machinery.<br />

Steel and a timber backup frame were employed for<br />

Patukva Agam, a dilapidated shrine building, in 1994-<br />

97. In 1995 KVPT worked with Walther Mann and<br />

the GTZ funded <strong>Patan</strong> Conservation and Development<br />

Programme <strong>to</strong> develop the Vambaha timber ring beam<br />

inserted at the roof plate and wall plate levels.<br />

72

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