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

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The aedicules The eight aedicules, niches with a stepped pediment housing the eight guardians of the universe (aṣṭadikpāla), are well preserved. The doorways The southern and eastern doorways required extensive repairs while the northern and western doorways exhibit only minor damage. The guiding rule was to retain as much of the original fabric as possible. The southern door required much care as the lintel was broken, with damage beyond repair. The carved surfaces above the door opening and on the extended lintel ends were removed from the old lintel to a depth of some five cm and joined to the new lintel using bamboo pegs. At all four doors, the lower parts of the Eight Planets (aṣṭagraha) on the lintel ends have broken away. Only one of these was found in the debris. The others will have to be replaced and recarved. Structural damages required replacements including the introduction of galvanized nuts and bolts: at the eastern doorway eight, and at the southern doorway four. As of mid-September, the southern and eastern doorways are almost completed. The repair of the northern and western doorways is in progress. All doorways will be completed by December 2016. The corner pillars of the sanctum The four corner pillars had their bottom tenons preserved while the breakaway of the tenon at the top caused loss of fabric on all four pillars. Replacement work was completed in April 2016. The inner frame of the doorways Work on the four inner frames will start in November 2016. The inner threshold of the four doorways The southern and western thresholds are broken; the remaining two need minor repairs. This damage has not yet been assessed in cooperation with stone masons. Replacements will be used until March 2017. Of the 20 base stones of the pillars of the ambulatory, featuring a lion bust, two will have to be replaced and seven are in need of repair. Of the 20 carved stones of the intercolumniations, six will have to be replaced, and the remaining ones repaired. The work will be complete in March 2016. Summary Most of the woodwork will be completed in November 2016, and the stone work will be complete in March. Based on these assumptions, the ground floor will be in place in early May 2017, provided the foundation of reinforced concrete is installed in March 2017. First Level Twelve windows need minor repairs. One of 28 struts is broken but can be repaired. The entire level will be in place by the end of 2017. Second level Four windows, eight aedicules (niches) and 20 struts need minor repairs. Third Level Four windows, eight miniature aedicules and 12 struts need minor repair. The door leaves No trace of the latticed door leaves survives. Replacements will be made in November 2016. 166
Other For the three eaves, 292 eaves bells will have to be procured. 60,000 roof tiles from demolition sites in Bhaktapur were procured in May 2016. Some 2500 veneer bricks have been selected from the ruins. This will be enough for the wall of the sanctum. For the three upper levels, 14.000 veneer bricks (dāciāpa) and 25,000 regular bricks (māapa) will be ordered in October 2016. 167
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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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Page 120 and 121: The four-stepped cornice is heavily
Page 122 and 123: Char Narayana Temple Tympanum (tora
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Page 126 and 127: Char Narayana Temple Inspection of
Page 128 and 129: Left Char Narayana Temple East elev
Page 130 and 131: Chār Nārāyaṇa Temple: Structur
Page 132 and 133: Top Cārnārāyaṇa Temple Souther
Page 134 and 135: Char Narayana Temple Repair / resto
Page 136 and 137: Char Narayana Temple Southern porta
Page 138 and 139: Char Narayan Temple The broken part
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Page 145 and 146: Harishankara Temple (Hariśaṅkara
Page 147 and 148: Harishankara Temple Niels Gutschow
Page 149 and 150: wall brackets feature seven male fi
Page 151 and 152: mensions and techniques in order to
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Page 155 and 156: Harishankara Temple Section drawing
Page 157 and 158: Harishankara Temple A hybrid deity,
Page 159 and 160: Harishankara Temple The Eight Mothe
Page 161 and 162: Harishankara Temple Carpenters from
Page 163 and 164: Opposite Some 300 (of the original
Page 165 and 166: Harishankara Temple Details of the
Page 167: Ground floor The pillars Two of the
Page 171 and 172: Harishankara Temple Replication of
Page 173 and 174: Top Left Cleaning the secondary jam
Page 175 and 176: Top Left Repair of the cornice abov
Page 177 and 178: Top Left Replication of two pillars
Page 179 and 180: Top Left Repair of the stepped oute
Page 181 and 182: Harishankara Temple Repairing the b
Page 183 and 184: Top The surviving secondary jamb of
Page 185 and 186: Top Replacement of the circular mid
Page 187 and 188: Top Eastern doorway, details of the
Page 189 and 190: Indra Kaji Shilpakar from Bhaktapur
Page 191 and 192: The west-north block (bhailakva) ab
Page 193 and 194: The complete Harishankara pinnacle,
Page 195 and 196: The deformations on the ring of ām
Page 197 and 198: Harishankara Temple Salvaged Archit
Page 199 and 200: Four of the 20 tympana (toraṇa) a
Page 201 and 202: Four of the 20 tympana (toraṇa) a
Page 203 and 204: The four corner tympana above the a
Page 205 and 206: Sixteen medallions featuring the kn
Page 207 and 208: Four of the eight struts supporting
Page 209 and 210: Four of sixteen struts of the middl
Page 211 and 212: Four of sixteen struts of the middl
Page 213 and 214: Harishankara Temple Twenty-four str
Page 215 and 216: Harishankara Temple Four of twenty-
Page 217 and 218: Harishankara Temple Four of twenty-
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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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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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