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

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Sundari Cok Wall plates are being installed atop the east wing’s second floor. The wall plates receive a bitumen-based layer to be protected against the mud mortar of the brickwork. The newly introduced vertical timber on the inner faces of the two walls extend beyond the layer of the wall plates. Photographs Anil Basukala, May 3 and 4, 2016 372
Sundari Cok The cornice of the projecting balcony that encircles the entire quadrangle is installed above the joists. Photographs by Anil Basukala, June 23 and 24, 2016. 373
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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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Page 324 and 325: North Manimaṇḍapa Elevations of
Page 326 and 327: North Manimaṇḍapa Field measure
Page 328 and 329: North Manimaṇḍapa Woodcarver ad
Page 330 and 331: North Manimaṇḍapa The damaged p
Page 332 and 333: Top North Manimaṇḍapa Woodcarve
Page 334 and 335: North Manimaṇḍapa The existing
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Page 345 and 346: Investigation and Research of Krish
Page 347 and 348: 5 Krishna Temple Ground floor plan
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Page 351 and 352: Right 16 Damaged stone carving 17 D
Page 353 and 354: 26 Stone type no. 1: Probably basal
Page 355 and 356: Krsna templa, restoration project.
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
Page 365 and 366: Sundari Cok The central window of t
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: Sundari Cok The ground floor of the
Page 377 and 378: Sundari Cok East facade of the cour
Page 379 and 380: Sundari Cok East wing, the ridge be
Page 381: Sundari Cok East wing, courtyard fa
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Page 386 and 387: Top left Mul Chowk west facade with
Page 388 and 389: Taleju Agam North Projects by the T
Page 390 and 391: Opposite The third level gallery in
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 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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Lion Pillar of Bhimsen Temple (Sing
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Lion Pillar of Bhimsen Temple The r
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Appendices Introduction Notes on Po
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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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