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

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Taleju Agam North Projects by the Trust since 2011 Damage in the September 2011 Earthquake Before KVPT was involved with the Patan Palace, the Taleju Agams North and South had been partially restored in joint UNESCO/Nepal Department of Archaeology projects in 2000-2001. In 2007, KVPT’s first estimate was that in the Patan Royal Palace Conservation and Restoration project, the North Taleju Agam would require only seismic strengthening and minor repairs. However, closer inspection of North Taleju after the 6.8 magnitude earthquake of September 18, 2011 and the lesser tremors that followed soon after revealed that the agam had been so severely compromised that stabilization and seismic strengthening were required on an emergency basis. Existing structural cracks in walls and between masonry and timber door and window frames had widened significantly, one of the roofs was separating from the wall, and rotting timbers were exposed in a number of locations. Without these problems being addressed, the agam would not be able to survive the next major earthquake. Left Crack on interior north wall. This large crack was present before the September 2011 earthquake, but grew in width to as much as 8 cm in the earthquake as the two walls moved farther apart. November 2011 Right Detail of crack on the west-facing exterior facade of Taleju North Gallery. This severe crack on the exterior of the building was present prior to the earthquake, and was likely the result of a lack of proper wall joining techniques. This detail shows the gaps that had opened further—up to 10 cm—after the September 2011 earthquake, requiring immediate attention. November 2011 386
Top Left Door and window frame weakening: This detail of a timber window frame separated from the surrounding brick wall showed the poor condition of the temple’s timber elements, which suffered from rot due to water leakage and were structurally compromised. November 2011 Top Right Joists in taleju tower roof were rotten and poorly spaced and had to be removed. The Trust replaced them with new joists in the correct historical configuration. Rohit Ranjitkar, May 2015 Bottom Left Weight redistribution: This photo shows the sagging of Taleju’s lower level roof beams, which had become too weak to bear the load of the agam above. The Trust recommended introducing additional support beams to safely transfer the weight to the structure below. November 2011 Bottom Right Emergency shoring. The Trust rapidly installed emergency vertical timbers to support the floor of Taleju’s shrine room above. The implementation of a sound structural strengthening system was imperative and urgent, as the floors could no longer withstand any seismic movement. November 2011 387
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Nepal Patan Darbar Earthquake Respo
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In acknowledgment of the sincere ef
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Plan of Patan Darbar (Royal Palace
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Map of Patan- World Heritage Site s
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Patan Darbar Earthquake Response Ca
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Preservation Trust moved rapidly to
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order to help the many local and in
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tural and climatic considerations b
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This overview of Campaign Project b
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Recapturing Lost Elements — Thoug
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notably the weathering that causes
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The debate has been presented here
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In the summer, more than 20,000 tou
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of the iconic monuments of the coun
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in very exceptional cases. Empty ni
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ological Survey of India to restore
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at present, the replacement of tile
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Department of Archaeology were not
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on caste membership, he is born a c
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Such a process of repair, replaceme
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of the old bricks, new bricks will
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Bibliography (publications cited in
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Typical Seismic Issues in Newar Arc
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Seismic Issues Manual - in Developm
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2. Timber Column Base Connections D
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4. Wood Rot and Rising Damp Descrip
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6. Wall Plate Detailing Description
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64
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ening, Programme Director Ranjitkar
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Manimandapa south The rotten base b
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A "Recipe for Restoration," publish
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Patukva Agam Structural improvement
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The Kathmandu Darbar Initiative (19
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Mahavishnu Temple As another compon
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Part III Current Model Projects aft
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ument. (See the July 2016 draft of
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established that the building is on
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Opposite page Manimandapa analysis-
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Alternatively, life safety performa
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Plan drawing of Manimandapas showin
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Manimandpa Base isolation detail sh
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Near right Manimandapa Concept show
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The main goals of this solution are
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cyclical monsoon rains, would be ex
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kicked out at the same time, and th
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Cārnārāyaṇa Temple Northern el
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Cārnārāyaṇa Temple Plan scale
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Cārnārāyaṇa Temple Tripartite
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Cārnārāyaṇa Temple. Tripartite
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Char Narayana Temple after earthqua
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Opposite Char Narayana Temple Detai
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The four-stepped cornice is heavily
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Char Narayana Temple Tympanum (tora
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Char Narayana Temple Inspection of
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Left Char Narayana Temple East elev
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Chār Nārāyaṇa Temple: Structur
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Top Cārnārāyaṇa Temple Souther
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Char Narayana Temple Repair / resto
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Char Narayana Temple Southern porta
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Char Narayan Temple The broken part
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Harishankara Temple (Hariśaṅkara
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Harishankara Temple Niels Gutschow
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wall brackets feature seven male fi
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mensions and techniques in order to
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Harishankara Temple Section drawing
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Harishankara Temple A hybrid deity,
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Harishankara Temple The Eight Mothe
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Harishankara Temple Carpenters from
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Opposite Some 300 (of the original
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Harishankara Temple Details of the
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Ground floor The pillars Two of the
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Other For the three eaves, 292 eave
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Harishankara Temple Replication of
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Top Left Cleaning the secondary jam
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Top Left Repair of the cornice abov
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Top Left Replication of two pillars
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Top Left Repair of the stepped oute
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Harishankara Temple Repairing the b
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Top The surviving secondary jamb of
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Top Replacement of the circular mid
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Top Eastern doorway, details of the
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Indra Kaji Shilpakar from Bhaktapur
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The west-north block (bhailakva) ab
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The complete Harishankara pinnacle,
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The deformations on the ring of ām
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Harishankara Temple Salvaged Archit
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Four of the 20 tympana (toraṇa) a
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Four of the 20 tympana (toraṇa) a
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The four corner tympana above the a
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Sixteen medallions featuring the kn
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Four of the eight struts supporting
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Four of sixteen struts of the middl
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Four of sixteen struts of the middl
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Harishankara Temple Twenty-four str
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Harishankara Temple Four of twenty-
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Harishankara Temple First level abo
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Harishankara Temple Second level ab
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Harishankara Temple Top right Prepa
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Harishankara Temple Reconstruction
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232 Bibliography Leiner 2010: Leine
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Vishveshvara Temple East side, dama
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Vishveshvara Temple West side, dama
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Vishveshvara Temple Tympana (torana
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Vishveshvara Temple - structural re
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“Vishveshvara Temple - structural
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Vishveshvara Temple Shoring concept
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Vishveshvara Temple Shoring concept
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Vishveshvara Temple The replacement
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Patan Darbār Square, looking east
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South Manimaṇḍapa, east (back)
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Top Left Back (east) sides of North
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Clockwise From Above Bijay Basukala
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Tirtha Ram Shilpakar replicating a
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Left Machaman Shilpakar, restoring
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Shyam Krishna Shilpakar saws the te
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South Manimaṇḍapa South elevati
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South Manimaṇḍapa reconstructio
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Top left Original base of a column
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Bhaktapur, Indra Kaji Shilpakar’s
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Left Patan, 28. March 2016 Pushpa R
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Left Bal Krishna Shilpakar and Tirt
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Left Side I of the four-sided colum
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Left Side III of the four-sided col
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Top and Bottom Left Patan, 20 March
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Patan, 15 April 2016 Carved beam en
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South Manimaṇḍapa Shaft detail
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Column Comparison From left to righ
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Top Left Pushpa Raj Shilpakar carve
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Top South Manimaṇḍapa Reinforce
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Patan, 31 March 2016 Inventory of t
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Opposite Inventory of the surviving
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Top South Manimaṇḍapa At ground
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Top South Manimaṇḍapa Detailed
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Left South Manimaṇḍapa Document
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South Manimaṇḍapa Bal Krishna S
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South Manimaṇḍapa A metal fence
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North Manimaṇḍapa North east co
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North Manimaṇḍapa Elevations of
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North Manimaṇḍapa Field measure
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North Manimaṇḍapa Woodcarver ad
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North Manimaṇḍapa The damaged p
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Top North Manimaṇḍapa Woodcarve
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North Manimaṇḍapa The existing
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3 Panauti, Kirtimukha on the styliz
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Page 345 and 346: Investigation and Research of Krish
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Page 357 and 358: Sundari Cok Sundari Cok East Wing (
Page 359 and 360: Sundari Cok East Wing By Niels Guts
Page 361 and 362: Sundari Cok Ground floor and first
Page 363 and 364: Sundari Cok Design for the east win
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Page 367 and 368: Sundari Cok The brickwork of the ea
Page 369 and 370: Sundari Cok The east wing’s court
Page 371 and 372: Sundari Cok Courtyard, view towards
Page 373 and 374: Sundari Cok The ground floor of the
Page 375 and 376: Sundari Cok The cornice of the proj
Page 377 and 378: Sundari Cok East facade of the cour
Page 379 and 380: Sundari Cok East wing, the ridge be
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Page 386 and 387: Top left Mul Chowk west facade with
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Page 392 and 393: Top Taleju Agam North/Mul Cok North
Page 394 and 395: Top Thumbnail of the full Taleju No
Page 396 and 397: Right Detail of the displaced top r
Page 398 and 399: Top Elements of the dismantled dome
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Page 402 and 403: Top Left Planking, marine grade ply
Page 405 and 406: Taleju Agam South (Mul Cok, Patan R
Page 407 and 408: Taleju Agam South Pre-earthquake pr
Page 409 and 410: Left and Right Taleju Agam South ro
Page 411 and 412: Top Left and Right Existing poor co
Page 413 and 414: Historic gilded copper sheet is lai
Page 415 and 416: Top Left and Right Deteriorated wat
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Page 419 and 420: Top Left The top tier roof of South
Page 421 and 422: The South Taleju tower after comple
Page 423 and 424: Lion Pillar of Bhimsen Temple (Sing
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Page 427 and 428: Lion Pillar of Bhimsen Temple The r
Page 429 and 430: Appendices Introduction Notes on Po
Page 431 and 432: Appendix I (Rohit Ranjitkar)
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After the massive April 25 earthqua
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Part 1: General Provisions 5. Autho
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19. Traditional Practices and Comme
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the activities prescribed by the re
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(b) The objects displaced from thei
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Kathmandu Valley Preservation Trust
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KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

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