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

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Cārnārāyaṇa Temple Plan scale 1:100. Source: Niels Gutschow, Architecture of the Newars, 2011, 420. 104
Cārnārāyaṇa Temple Two deities (Yama and Kuber) flanking the stair leading <strong>to</strong> the platform on which the temples stands. Pho<strong>to</strong>graph by Jaroslav Poncar, August 9, 2014 105
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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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21
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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
Page 55 and 56: Typical Seismic Issues in Newar Arc
Page 57 and 58: Seismic Issues Manual - in Developm
Page 59 and 60: 2. Timber Column Base Connections D
Page 61 and 62: 4. Wood Rot and Rising Damp Descrip
Page 63: 6. Wall Plate Detailing Description
Page 66 and 67: 64
Page 68 and 69: ening, Programme Director Ranjitkar
Page 70 and 71: Manimandapa south The rotten base b
Page 72 and 73: A "Recipe for Restoration," publish
Page 74 and 75: Patukva Agam Structural improvement
Page 76 and 77: The Kathmandu Darbar Initiative (19
Page 78 and 79: Mahavishnu Temple As another compon
Page 80 and 81: Part III Current Model Projects aft
Page 82 and 83: ument. (See the July 2016 draft of
Page 84 and 85: established that the building is on
Page 86 and 87: Opposite page Manimandapa analysis-
Page 88 and 89: Alternatively, life safety performa
Page 90 and 91: Plan drawing of Manimandapas showin
Page 92 and 93: Manimandpa Base isolation detail sh
Page 94 and 95: Near right Manimandapa Concept show
Page 96 and 97: The main goals of this solution are
Page 98 and 99: cyclical monsoon rains, would be ex
Page 100 and 101: kicked out at the same time, and th
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Page 104 and 105: Cārnārāyaṇa Temple Northern el
Page 108 and 109: Cārnārāyaṇa Temple Tripartite
Page 112 and 113: Cārnārāyaṇa Temple. Tripartite
Page 116 and 117: Char Narayana Temple after earthqua
Page 118 and 119: Opposite Char Narayana Temple Detai
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
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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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234
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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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256
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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
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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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415
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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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