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

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Left Char Narayana Temple East elevations, original and proposed construction - without roofs. Graphic by Evan Speer, July 2016 Right Char Narayana Temple Axons, original and proposed construction- without roofs. Graphic by Evan Speer, July 2016 Left Char Narayana Temple East-west sections, original and proposed construction. Graphic by Evan Speer, July 2016 Right Char Narayana Temple East elevation and east elevation exploded view, proposed construction. Graphic by Evan Speer, July 2016 126
Char Narayana Temple Structural Repair and Retrofit Concept Matthias Beckh, August 2015 Existing condition The Char Narayana Temple completely collapsed during the earthquake on April 25, 2015. Many precious historical wooden elements with intricate carvings could be salvaged in the aftermath and stored for reuse in a possible reconstruction of the building. Proposed restoration and structural intervention · Replace the rubble infill between the foundations walls with properly laid brickwork placed in mud mortar to create a homogenous and solid foundation pad at plinth level · Install reinforced concrete ring beam above existing foundations wall. Create orthogonal grid of beams between inner and outer core. Ensure state of the art concrete work and curing for high quality and durability · Anchor the base stones tightly into the ring beam system · Use square stainless steel dowels to connects wooden pillars into the base stones · At the first floor level, a wooden diaphragm made of two layers of waterproof plywood panels will be installed create a rigid floor plane at this level. This will couple the outer masonry core to the inner one and prevent differential movement within the event of an earthquake · At the upper end of the outer masonry core, a wooden horizontal truss will be installed to tie the cores together at this elevation · All roof structures will be reconstructed with one layer of plywood panels on top on one layer of traditional sal wood planking · Connections between the wooden struts and the strut rails shall be strengthened with steel straps on the rear side 127
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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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Page 80 and 81: Part III Current Model Projects aft
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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
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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 106 and 107: Cārnārāyaṇa Temple Plan scale
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 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 and 168: Ground floor The pillars Two of the
Page 169 and 170: Other For the three eaves, 292 eave
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
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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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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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