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

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Top South Taleju tower above Mul Cok courtyard immediately after the 2015 earthquake, as seen looking south from Mul Cok’s north wing roof. Roof tile removed for the earlier project was yet to be reinstalled on Mul Cok south wing roof, which suffered minor damage when the gajura and upper roof fell and were wedged between Mul Cok and Sundari Cok roofs. The top tier is visible in this photo to the right of the tower, with the gajura stepped base resting on the Mul Cok south wing roof. KVPT, April, 2015 Repairs after the 2015 Earthquake The structure of the fallen upper roof remained intact when it fell, landing astride the roofs of Sundari Cok North Wing and Mul Cok South Wing. The repair scope was to first lower the fallen pieces to the ground and store them inside pending restoration and reinstallation at the top of the rooftop temple. Once damage was repaired, the agam was reinstalled, and roofing below which was damaged by the fall of the top tier, or removed for scaffolding installation, was repaired or replaced. Because there was an open permit for construction on the agam, the slow bureacracy was avoided and the entire project was completed less than a year and a half after the earthquake. This might seem to be a long time out of context; but in the post-earthquake Kathmandu Valley, it was completed before it was even possible to obtain permits for new preservation projects. Bottom South Taleju tower (at right) with damaged top tier, with the fallen top tier roof resting in front of the tower on the Mul Cok roof below, shortly after the April 25, 2015 earthquake. The damage to the North Taleju tower can be seen at the upper left in this photo. KVPT, April, 2015 416
Top Left The top tier roof of South Taleju Tower, which, thanks to earlier repairs, fell off in one piece in the April 25, 2015 earthquake, seen resting where it landed on the roof sof Mul Cok’s South Wing and Sundari Cok’s North Wing below.. KVPT, mid-2015 Top Right Preparation for lowering the fallen upper roof tier of South Taleju Tower from its post-earthquake position on Mul Cok’s south wing roof to the ground. KVPT, mid-2015 Bottom Left The pinnacle (gajura) and its base from South Taleju Tower, along with gilded copper sheets from the upper roof, in storage within Sundari Cok awaiting repairs and restoration. KVPT, 2015 Bottom Right Restored South Taleju tower pinnacle (gajura) on display in the Mul Cok north dalan while awaiting reinstallation. KVPT, 2015 417
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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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23
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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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7 and 8 South Mandapa Metha nos. 1,
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15 Stylized double roof moulding at
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Krishna Temple, 1637 (Kṛṣṇa M
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Investigation and Research of Krish
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5 Krishna Temple Ground floor plan
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an earthquake. It is only these fou
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Right 16 Damaged stone carving 17 D
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26 Stone type no. 1: Probably basal
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Krsna templa, restoration project.
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Sundari Cok Sundari Cok East Wing (
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Sundari Cok East Wing By Niels Guts
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Sundari Cok Ground floor and first
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Sundari Cok Design for the east win
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Sundari Cok The central window of t
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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
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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
Page 400 and 401: Above Workers carefully clean the u
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 421 and 422: The South Taleju tower after comple
Page 423 and 424: Lion Pillar of Bhimsen Temple (Sing
Page 425 and 426: Lion Pillar of Bhimsen Temple (Sing
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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Page 456 and 457: After the massive April 25 earthqua
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Page 460 and 461: 19. Traditional Practices and Comme
Page 462 and 463: the activities prescribed by the re
Page 464 and 465: (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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