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

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Krishna Temple, 1637 (Kṛṣṇa Mandir) Investigation and Research of Krishna Temple in Patan Darbar (2015–2016) (Neeta Das)
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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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6
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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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264
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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
Page 292 and 293: Top and Bottom Left Patan, 20 March
Page 294 and 295: Patan, 15 April 2016 Carved beam en
Page 296 and 297: South Manimaṇḍapa Shaft detail
Page 298 and 299: Column Comparison From left to righ
Page 300 and 301: Top Left Pushpa Raj Shilpakar carve
Page 302 and 303: Top South Manimaṇḍapa Reinforce
Page 304 and 305: Patan, 31 March 2016 Inventory of t
Page 306 and 307: Opposite Inventory of the surviving
Page 308 and 309: Top South Manimaṇḍapa At ground
Page 310 and 311: Top South Manimaṇḍapa Detailed
Page 312 and 313: Left South Manimaṇḍapa Document
Page 314 and 315: South Manimaṇḍapa Bal Krishna S
Page 316 and 317: South Manimaṇḍapa A metal fence
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Page 320 and 321: 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
Page 336 and 337: 3 Panauti, Kirtimukha on the styliz
Page 338 and 339: 7 and 8 South Mandapa Metha nos. 1,
Page 340 and 341: 15 Stylized double roof moulding at
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Page 346 and 347: 3 Krishna Temple, Roof plan, scale
Page 348 and 349: There are a few problems that can b
Page 350 and 351: 15 Krsna Degah, Patan: Second floor
Page 352 and 353: Left 22 Damaged corner stone Right
Page 354 and 355: Annex Krsna templa, restoration pro
Page 356 and 357: 29 Krsna Temple with scaffolding, P
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Page 360 and 361: is gone. The upper two floors were
Page 362 and 363: Sundari Cok View of the east façad
Page 364 and 365: Sundari Cok The courtyard facade of
Page 366 and 367: Sundari Cok The brickwork of the ea
Page 368 and 369: Sundari Cok The east wing collapsed
Page 370 and 371: Sundari Cok East wing, east façade
Page 372 and 373: Sundari Cok The Patan Royal Palace
Page 374 and 375: Sundari Cok Wall plates are being i
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Page 378 and 379: Sundari Cok East wing, installation
Page 380 and 381: Sundari Cok Top The earthquake caus
Page 383 and 384: Taleju Agam North (Mul Cok, Patan R
Page 385 and 386: Taleju Agam North By Liz Newman His
Page 387 and 388: Taleju Agam North seen from Mul Cok
Page 389 and 390: Top Left Door and window frame weak
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Top Taleju Agam North/Mul Cok North
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The two upper stories of Taleju Nor
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Top Reinstallation of traditional w
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Taleju North Agam after postearthqu
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404
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Left Taleju Agam South before resto
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lection of struts except for cleani
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Top Left and Right Fabrication and
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Top Left and Right The carved middl
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Seismic Strengthening/ Structural i
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Top South Taleju tower above Mul Co
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Top Left South Taleju Tower after r
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Lion Pillar of Bhimsen Temple Work
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Notes on Post-Earthquake Approval P
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Appendix II Basic Guidelines for th
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ures taken to maintain or enhance t
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technology may be used, with prior
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Guidelines, using good quality mate
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(b) While assessing the damage to a
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of Archaeology may set up a committ
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Kathmandu Valley Preservation Trust
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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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