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

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Top left Original base of a column showing the mortise which received a tenon to connect it to the plinth. Patan, 24 March 2016 Top right Once it has been decided how to orient a heavily weathered column, the upper tenon can be completed. Shree Shyam Krishna Silpakar makes a rough shape using a hand saw, before refining the tenon into its final form. Patan, 25 March 2016 Bottom Right The base of each column will remain temporarily as an extra long block so it can be adapted once a decision is reached on the restoration of the plinth. Patan, 24 March 2016 Columns’ decorative carvings Some deities inhabiting miniature niches on the respective sides of the columns, either on the lower part (Nev. tau) or just below the upper spacing board (Nev. cakulã), and some decorative floral details were for some time waiting to be carved. As there are no detailed models, e.g. photographs or drawings, they cannot be copied from any original. It was decided to design the details in analogy to preserved ones. Repair and Restoration of Columns For the restoration of the eleven outer columns of South Manimaṇḍapa, each had to be inspected individually, resulting in a range of responses. All the columns date from the late 16th or even 15th century and are intricately carved, following a classical design pattern. This column type differs from the design of the four inner columns, and also from the design of the North Manimaṇḍapa columns. However similar they might be, each column differs slightly from the others. With the aims of keeping as much not only of the original wood but also of the intention of the original designer as possible, and at the same time maximizing their structural integrity, each column called for a different intervention. Stainless steel pins were used in two cases, for example, where the lower parts of a column had to be replaced by new elements. In the following pages, various examples document individual solutions for the repair and restoration of these original timber columns. 278
Patan, workshop Hari Prasad Shilpakar, prepares for the carving of the new lower part of column “MP 5”. The upper part is already restored and provided with a new tenon. 279
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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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Page 230 and 231: Harishankara Temple Top right Prepa
Page 232 and 233: Harishankara Temple Reconstruction
Page 234 and 235: 232 Bibliography Leiner 2010: Leine
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Page 238 and 239: Vishveshvara Temple East side, dama
Page 240 and 241: Vishveshvara Temple West side, dama
Page 242 and 243: Vishveshvara Temple Tympana (torana
Page 248 and 249: Vishveshvara Temple - structural re
Page 250 and 251: “Vishveshvara Temple - structural
Page 252 and 253: Vishveshvara Temple Shoring concept
Page 254 and 255: Vishveshvara Temple Shoring concept
Page 256 and 257: Vishveshvara Temple The replacement
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Page 260 and 261: Patan Darbār Square, looking east
Page 262 and 263: South Manimaṇḍapa, east (back)
Page 264 and 265: Top Left Back (east) sides of North
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Page 268 and 269: Clockwise From Above Bijay Basukala
Page 270 and 271: Tirtha Ram Shilpakar replicating a
Page 272 and 273: Left Machaman Shilpakar, restoring
Page 274 and 275: Shyam Krishna Shilpakar saws the te
Page 276 and 277: South Manimaṇḍapa South elevati
Page 278 and 279: South Manimaṇḍapa reconstructio
Page 282 and 283: Bhaktapur, Indra Kaji Shilpakar’s
Page 284 and 285: Left Patan, 28. March 2016 Pushpa R
Page 286 and 287: Left Bal Krishna Shilpakar and Tirt
Page 288 and 289: Left Side I of the four-sided colum
Page 290 and 291: 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
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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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Sundari Cok The brickwork of the ea
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Sundari Cok The east wing’s court
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Sundari Cok Courtyard, view towards
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Sundari Cok The ground floor of the
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Sundari Cok The cornice of the proj
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Sundari Cok East facade of the cour
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Sundari Cok East wing, the ridge be
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Sundari Cok East wing, courtyard fa
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Top left Mul Chowk west facade with
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Taleju Agam North Projects by the T
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Opposite The third level gallery in
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Top Taleju Agam North/Mul Cok North
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Top Thumbnail of the full Taleju No
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Right Detail of the displaced top r
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Top Elements of the dismantled dome
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Above Workers carefully clean the u
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Top Left Planking, marine grade ply
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Taleju Agam South (Mul Cok, Patan R
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Taleju Agam South Pre-earthquake pr
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Left and Right Taleju Agam South ro
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Top Left and Right Existing poor co
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Historic gilded copper sheet is lai
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Top Left and Right Deteriorated wat
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Top Left The top tier roof of South
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The South Taleju tower after comple
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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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