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

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Sundari Cok The Patan Royal Palace Conservation Project 2006–2014 Within the context of the Patan Royal Palace Conservation Project, established by the Kathmandu Valley Preservation Trust in 2006, the southernmost of the sequence of palace courtyards, Sundari Cok, (also written “Chowk” in colloquial Nepali) was studied for a period of three years. A Historic Structures Report was presented after three years of investigations by Liz Newman and Lumanti Joshi in 2009. Implementation started in 2009 on the northern wing in order to remove the roof which had, probably since the 1930’s, covered both the southern wing of Mulcok and the northern wing of Sundari Cok. The individual roofs were restored to their original configuration with a rafter spacing and a layer of roof tiles in conformity with the norms of Newar Architecture. The restoration / rehabilitation of the west wing followed in 2010, funded mainly by the World Monument Fund (New York). The ivory window is replicated by a team of the University of Applied Art (Vienna) since 2012 and will be installed in September 2016. In May 2010, work started also at the east wing in the context of excavations to allow water again to feed Tusha Hiti. The Hiti was restored by the team of the University of Applied Art (Vienna) in summer 2010, and the face of veneer bricks of the ground floor arcade was renewed. The south wing had been restored in 2012 with funds from the German Embassy. This allowed to finally regain the first floor space which was appropriated by the neighboring shops. Lack of funds stopped restoration of the east wing, which was planned for 2013. The replacement of parts of the much eroded ground floor wall, however, was initiated in October 2013. Funding did not improve in 2014. A small contribution by the German Embassy, granted in October 2014 ,allowed the plinth to be restored and the pavement to be replaced in the area between the east wing and the Bhandarkhal tank. In early 2015 funds to continue the restoration of the east wing were not in sight. The earthquake The earthquake caused the total collapse of the upper two storeys of the east wing’s rear facade, and the central portions of the first and second storeys of the quadrangle’s facade. The eastern end of the south wing’s courtyard facade was slightly distorted and the ground floor wall of the facade facing the square was bulging at its northern end. The fragments of the first floor windows could easily be salvaged and stored at the courtyard’s arcades. Rebuilding Seed money for immediate rebuilding was granted by the German Embassy in early October 2015. Rebuilding started immediately by relaying the foundations of the outer (eastern) wall in mud mortar, completing the ground floor walls with regular bricks (māapā) on the outside and veneer bricks for the arcade. Vertical timber posts, wrapped in sheet copper, were integrated into the wall to increase seismic safety. At half of the height of the first floor, construction was stopped at the end of December in anticipation of a further grant. A second substantial grant was provided by the German Embassy in February 2016 with the requirement to complete the rebuilding by the end of the year. Work was resumed in early March, the first floor courtyard windows were relocated in June, the wall plates of the top floor were in place in July, and the projecting balcony with its latticed frames in early August. The timber roof will be completed in early October, the roofing in November and the interior work in December. 370
Sundari Cok The ground floor of the east wing’s facade facing south in the process of rebuilding with newly fired regular bricks (māapā). The wall is strengthened by timber posts encased in sheet copper (top left). Photographs by Niels Gutschow, November 23, 2015 371
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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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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
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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
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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
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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
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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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