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

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Harishankara Temple (Hariśaṅkara) January - August 2016 Replicating two pillars of the ambulatory, repairing / restoring the remaining 18 pillars, repairing the 20 molded plates on top of the pillars, one beam, the 24 colonnettes, the southern and eastern doorways, repairing two of the 20 tympana, and the stepped cornices of all three levels (Niels Gutschow and Raju Roka)
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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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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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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 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 150 and 151: The first site plan of the square t
Page 152 and 153: Harishankara Temple View from the n
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Page 156 and 157: Harishankara Temple A hybrid deity,
Page 158 and 159: Harishankara Temple The Eight Mothe
Page 160 and 161: Harishankara Temple Architectural a
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Page 164 and 165: Harishankara Temple The remainder o
Page 166 and 167: Harishankara Temple The process of
Page 168 and 169: The aedicules The eight aedicules,
Page 170 and 171: Construction of workshop in the pal
Page 172 and 173: Harishankara Temple Repairing the f
Page 174 and 175: Top Left Repair of the cornice (Gop
Page 176 and 177: Harishankara Temple Top, replicatin
Page 178 and 179: Top Repairing the molded plates (cv
Page 180 and 181: Top Plates on top of the pillars be
Page 182 and 183: Top Left Replacing missing parts of
Page 184 and 185: Top Left The southern doorway, almo
Page 186 and 187: Eastern doorway, details of replace
Page 188 and 189: Eastern doorway, top, details of th
Page 190 and 191: The west-south quarter round panel
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Above Three coppersmiths (Tarmrakā
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Left First phase of production of t
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Four of the 20 tympana (toraṇa) a
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Sixteen medallions featuring the kn
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Half medallions in the form of styl
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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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One of sixteen struts of the middle
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Harishankara Temple Four of twenty-
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Harishankara Temple First level abo
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Harishankara Temple First level abo
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Harishankara Temple Third level abo
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Harishankara Temple Conciliatory ri
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The Sculpture of Harishankara Gabri
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“epoxy pin” after hardening. Me
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Harishankara Temple Sculpture of Ha
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Vishveshvara Temple, 1627 History a
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History and Description The temple
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Vishveshvara Temple South side, dam
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Vishveshvara Temple Top right: The
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Vishveshvara Temple Tympana (torana
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Vishveshvara Temple Elevation south
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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. Scaffolding an
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Manimaṇḍapa South The Restorati
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The Restoration of South Manimaṇ
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South Manimaṇḍapa In the early
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South Manimaṇḍapa, west side. T
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North Manimaṇḍapa, South Manima
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Carpentry and woodcarving- A Living
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Re-creating and copying In an accou
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Bal Krishna Shilpakar, carpenter, a
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Left Pushpa Lal Shilpakar carves a
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South Manimaṇḍapa West-East sec
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While there was general permission
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Patan, workshop Hari Prasad Shilpak
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Patan, 30 March 2016 The replica of
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Left Column “MP 3”: One side of
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Top Left and Right Patan, 27 March
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Above left Patan, 6 April 2016 Deta
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Left and Right Side IV of the four-
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Spacing plates (Nev. cakulã) All t
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Above Patan, 15 April 2016 Two capi
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their original columns. Top Traditi
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Top left Tentative reassembly of th
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South Manimaṇḍapa New timber ca
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Top left The fragments of the four
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South Manimaṇḍapa Brick pavemen
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South Manimaṇḍapa Hari Prasad S
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South Manimaṇḍapa Bal Krishna S
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Manimaṇḍapa North The Restorati
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The Restoration and Rebuilding of t
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North Manimaṇḍapa North east co
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Left, Top North Manimaṇḍapa, no
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Top left Details of joints at the s
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Top left North Manimaṇḍapa: Kri
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New piece of sal wood has been adde
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The damaged parts of the column are
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North Manimaṇḍapa Woodcarver re
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A Brief History of the Emergence an
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timukha of the tympanum above Chusy
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11 and 12 South Mandapa Metha nos.
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South Mandapa Capital-bracket (meth
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1 Krishna Temple The temple was dam
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3 Krishna Temple, Roof plan, scale
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There are a few problems that can b
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15 Krsna Degah, Patan: Second floor
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Left 22 Damaged corner stone Right
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Annex Krsna templa, restoration pro
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29 Krsna Temple with scaffolding, P
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is gone. The upper two floors were
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Sundari Cok View of the east façad
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Sundari Cok The courtyard facade of
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Sundari Cok The brickwork of the ea
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Sundari Cok The east wing collapsed
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Sundari Cok East wing, east façade
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Sundari Cok The Patan Royal Palace
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Sundari Cok Wall plates are being i
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Sundari Cok East wing, installation
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Sundari Cok Top The earthquake caus
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Taleju Agam North (Mul Cok, Patan R
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Taleju Agam North By Liz Newman His
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Taleju Agam North seen from Mul Cok
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Top Left Door and window frame weak
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Top Taleju Agam North/Mul Cok North
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The two upper stories of Taleju Nor
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Top Reinstallation of traditional w
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Taleju North Agam after postearthqu
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404
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Left Taleju Agam South before resto
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lection of struts except for cleani
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Top Left and Right Fabrication and
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Top Left and Right The carved middl
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Seismic Strengthening/ Structural i
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Top South Taleju tower above Mul Co
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Top Left South Taleju Tower after r
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Lion Pillar of Bhimsen Temple Work
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Notes on Post-Earthquake Approval P
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Appendix II Basic Guidelines for th
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ures taken to maintain or enhance t
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technology may be used, with prior
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Guidelines, using good quality mate
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(b) While assessing the damage to a
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of Archaeology may set up a committ
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Kathmandu Valley Preservation Trust
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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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